The URL can be used to link to this page

155 Pleasant Permit setLIVE 155 155 PLEASANT ST. NORTHAMPTON, MA 01060 CONTRACT DOCUMENTS - PERMIT DRAWINGS 8 - 3 - 2016 ACOUSTICS: Acentech 33 Moulton St Cambridge, MA 02138 tel: 617 499-8000 www.acentech.com LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 tel: 617 621-1455 www.lda-architects.com PFRA 181 Main Street, Suite 1 Northampton, MA 01060 tel: 413 585-5910 www.pfra.us CIVIL ENGINEERING: GZA GeoEnvironmental 1350 Main St #1400 Springfield, MA 01103 tel: 413 732-1246 www.gza.com LANDSCAPE ARCHITECTURE: MCLA 281 Summer Street, 6th Floor Boston MA 02210 tel: 617 338-8400 www.michellecrowley-la.com CODE CONSULTANT: Jensen Hughes 1661 Worcester Road, Suite 501 Framingham, MA 01701 tel: 508 620-8900 www.jensenhughes.com MEP/FP ENGINEERING: Building Engineering Resources, Inc. 66 Main St North Easton, MA 02356 tel: 508 230-0260 www.ber-engineering.com STRUCTURAL ENGINEERING: Roome & Guarracino 48 Grove Street Somerville,MA 02144 USA tel: 617 628-1700 www.rgeng.com ENERGY MODELING: TNZ Energy Consulting 1251 West Street Stoughton, MA 02072 tel: 617 894-1464 www.tnzenergy.com OWNER: Live 155 Limited Partnership 322 Main Street, Suite 1 Springfield, MA 01105-2403 tel: 413 233-1500 www.haphousing.org SURVEYOR: Holmberg & Howe, Inc. 87 Union St, PO Box 945 Easthampton, MA 01027 tel: 413 529-1700 www.holmberghowe.com SPECIFICATIONS: Kalin Associates, Inc. 1121 Washington St Newton, MA 02356 tel: 508 230-02465 www.kalinassociates.com BUILDING ENVELOPE: Simpson, Gumpertz & Heger 41 Seyon St Waltham, MA 02453 tel: 781 907-9000 www.sgh.com PHOTOVOLTAICS: PV Squared 311 Wells St - Suite B Greenfield, MA 01301 tel: 413-772-8788 www.pvsquared.coop FABCUP FFFFF FABC 101 SHT # ## # ? 101 150 SF 1i 1t LEVEL MARKER DOOR REFERENCE NUMBER INTERIOR ELEVATION REFERENCE KEYNOTE REFERENCE PARTITION REFERENCE WINDOW TYPE REFERENCE ROOM MARKER ELEVATION CALL OUT SECTION CALL OUT NORTH ARROW X.X STRUCTURAL GRID LINE A101 1 SIM DETAIL REFERENCE SYMBOLS KEY LEVEL EL:#'-#" 1 A101 SIM WALL ASSEMEBLY REFERENCE1i #'-##" LOCATION:155 PLEASANT ST, NORTHAMPTON, MA 01060 (FORMERLY 129 PLEASANT ST) DEED BOOK:BOOK 2582, PAGE 243 PLAN REFERENCE:PLAN BOOK 133, PLAN 39 ZONING ORDINANCE:CHAPTER 350: ZONING, NORTHAMPTON, MA 07-22-1975 ZONING DISTRICT:CENTRAL BUSINESS DISTRICT MAP/PARCEL:32C/058 LOT AREA MINIMUM:NA ACTUAL:31,125 SF F.A.R MAXIMUM:NA ACTUAL:58,118 SF F.A.R.: 1.86 FRONTAGE MINIMUM:NA ACTUAL:151' SETBACKS EAST PROPERTY LINE MAXIMUM:5'ACTUAL: 8'-10" NORTH PROPERTY LINE MINIMUM:10'-0"ACTUAL: > 10'-0" (VARIES) SOUTH PROPERTY LINE MINIMUM:10'-0"ACTUAL: > 10'-0" (VARIES) WEST PROPERTY LINE MINIMUM:5'ACTUAL: > 5'-0" (VARIES) MAXIMUM BUILDING HEIGHT MAXIMUM:70'ACTUAL:51' - 2" ZONING BUILDING CODE:780 CMR, 8TH EDITION, MASSACHUSETTS STATE BUILDING CODE ENERGY CODE:780 CMR, 8TH EDITION, APPENDIX 115 AA "STRETCH" ENERGY CODE INTERNATIONAL ENERGY CONSERVATION CODE (IECC) 2009 MINIMUM THERMAL PERFORMANCE (CLIMATE ZONE 5) ROOF MINIMUM:R-25 ACTUAL:R-50 MINIMUM WALLS MINIMUM:R-20 ACTUAL:R-27 MINIMUM BASEMENT WALLS MINIMUM:R-10 (CONTINUOUS)ACTUAL:R-10 MINIMUM (CONT.) CRAWLSPACE WALLS MINIMUM:R-10 (CONTINUOUS)ACTUAL:N/A SLAB-ON-GRADE MINIMUM:R-10 ACTUAL:R-10 MINIMUM FENESTRATION MAXIMUM:U-0.35 ACTUAL:U-0.24 (AVG) HERS RATING MAXIMUM:NA BUILDING CODE 1.THE PROJECT CONSISTS OF ALL-NEW CONSTRUCTION OF A MULTI USE, MULTI FAMILY RESIDENCE AND RELATED SITE WORK. 2.THE DRAWINGS ARE INTENDED TO BE READ IN CONJUNCTION WITH SPECIFICATIONS AND SCHEDULES. PROMPTLY REPORT DISCREPANCIES IN THE DRAWINGS AND BETWEEN DRAWINGS, SPECIFICATIONS AND SCHEDULES TO THE ARCHITECT AND/OR OWNER. 3.THE CONTRACTOR IS TO COMPLETE THE WORK IN COMPLIANCE WITH ZONING ORDINANCES, BUILDING CODES, ENERGY CODES AND GENERAL LAWS APPLICABLE TO THE REGULATORY JURISDICTION OF THE PROJECT. 4.IT IS THE RESPONSIBILITY OF THE CONTRACTOR AND THE CONTRACTOR'S SUB-CONTRACTORS TO REVIEW EXISTING SITE AND BUILDING CONDITIONS TO THE EXTENT NECESSARY TO CONFIRM THAT THE WORK CAN BE EXECUTED WITHOUT DELAYS OR ADDITIONAL COST. 5.THE CONTRACTOR IS TO LAYOUT AND CONFIRM SITE ELEVATIONS AND SETBACK LINES SHOWN ON CIVIL, LANDSCAPE AND ARCHITECTURAL PLANS. DISCREPANCIES BETWEEN PROPOSED LOCATIONS AND ELEVATIONS MUST BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO THE INSTALLATION OF THE WORK. 6.SEE GENERAL NOTES ON INDIVIDUAL DRAWING SHEETS. GENERAL PROJECT NOTES FIRST FLOOR AREA:14,192 SF SECOND FLOOR AREA:14,609 SF THIRD FLOOR AREA:14,609 SF FOURTH FLOOR AREA:14,609 SF TOTAL AREA: 58, 019 SF F.A.R (ALLOWABLE) : NA F.A.R (ACTUAL) : 1.86 F.A.R. DIAGRAMS ABBREVIATIONS AFF ABOVE FINISH FLOOR ARGWB ABUSE RESISTANT GWB CIP CAST-IN-PLACE CONC CONCRETE CPT CARPET DIA DIAMETER DN DOWN EXIST EXISTING FCP FIBER CEMENT PANEL FIN FINISH FLR FLOOR FR FIRE RATED FT FOOT GC GENERAL CONTRACTOR GWB GYPSUM WALL BOARD HP HIGH POINT IN INCH LGMF LIGHT GAGE METAL FRAMING MAX MAXIMUM MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MRGWB MOISTURE RESISTANT GWB NTS NOT TO SCALE OC ON CENTER ORD OVERFLOW ROOF DRAIN PCF POUND PER CUBIC FOOT PLAM PLASTIC LAMINATE PT PRESERVATIVE TREATED PV PHOTOVOLTAIC PVC POLYVINYL CHLORIDE R RISER RD ROOF DRAIN RO ROUGH OPENING SF SQUARE FOOT SHT SHEET SIM SIMILAR SOG SLAB ON GRADE SPEC SPECIFICATIONS T TREAD T.O.TOP OF T&G TONGUE AND GROOVE TYP TYPICAL VIF VERIFY IN FIELD W/WITH W/O WITHOUT XPS EXTRUDED POLYSTYRENE INSULATION &AND @ AT #NUMBER CENTERLINECL CAST CONCRETE MATERIALS KEY EARTH SOLID WOOD PLYWOOD RIGID INSULATION CAVITY INSULATION BLOWN-IN INSULATION FIBER CEMENT PANEL (ELEVATION) GYPSUM WALL BOARD BRICK (ELEVATION) BRICK (SECTION) CMU MASONRY ARCH. STONEWORK GRAVEL METAL PLEASANT ST.REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:15:08 PM8 - 3 - 2016 TA/PM/MR PM/DD INDEX SHEET 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS G100201420A614 STAIR 3 SECTIONS & DETAILS A620 ELEVATOR PLANS & SECTIONS A621 ELEVATOR DETAILS STRUCTURAL S0.01 GENERAL NOTES S0.02 TYPICAL DETAILS S0.03 TYPICAL DETAILS S1.01 FOUNDATION/FIRST FLOOR PLAN S1.02 SECOND FLOOR FRAMING PLAN S1.03 THIRD FLOOR FRAMING PLAN S1.04 FOURTH FLOOR FRAMING PLAN S1.05 ROOF FRAMING PLAN S2.01 BRACING ELEVATIONS & DETAILS S3.01 SECTIONS S3.02 SECTIONS S3.03 SECTIONS MECHANICAL M001 MECHANICAL LEGEND, SCHEDULES, AND NOTES M002 MECHANICAL SCHEDULES M003 MECHANICAL DETAILS M004 MECHANICAL DETAILS M101 LEVEL 1 FLOOR PLAN M102 LEVEL 2-4 FLOOR PLAN M103 ROOF PLAN M104 CHASE PART PLANS M201 ENLARGED PART PLANS ELECTRICAL E001 ELECTRICAL LEGED AND NOTES E002 ELECTRICAL SITE PLAN E003 ELECTRICAL SITE DETAILS SHEET 1 E004 ELECTRICAL SITE DETAILS SHEET 2 E101 LEVEL 0 LIGHTING PLAN E102 LEVEL 2-4 LIGHTING PLAN E201 LEVEL 0 POWER PLAN E202 LEVEL 2-4 POWER PLAN E203 ELECTRICAL ROOF PLAN E301 LEVEL 0 FIRE ALARM PLAN E302 LEVEL 2-4 FIRE ALARM PLAN E303 FIRE ALARM PART PLAN E401 STUDIO ENLARGED PLANS E402 ONE BEDROOM ENLARGED PLANS E403 ENLARGED PARTS PLANS SHEET 1 E404 ENLARGED PARTS PLANS SHEET 2 E501 ELECTRICAL RISER DIAGRAMS AND SCHEDULE E502 ELECTRICAL SCHEDULES E503 TELEPHONE/CATV RISER DIAGRAM E504 FIRE ALARM SYSTEM RISER DIAGRAM AND DETAILS E505 LIGHTING FIXTURE AND LIGHTING CONTROLS SCHEDULES E506 ELECTRICAL DETAILS SHEET 1 E507 ELECTRICAL DETAILS SHEET 2 PHOTOVOLTAIC SYSTEM PV100 PHOTOVOLTAIC ARRAY LAYOUT PV101 PHOTOVOLTAIC STRING DIAGRAM PV200 PHOTOVOLTAIC ONE LINE DIAGRAM PV201 SYSTEM LABELING DIAGRAMS TEL/DATA SC101 SECURITY PLAN - LEVEL 1 SC102 SECURITY PLAN - LEVLE 2 SC103 ENLARGED SECURITY DRAWINGS PLUMBING P001 LEGEND, GENERAL NOTES AND SCHEDULES P100 UNDERSLAB FLOOR PLAN P101 LEVEL 0 FLOOR PLAN P102 LEVEL 2 FLOOR PLAN P103 LEVEL 3 FLOOR PLAN P104 LEVEL 4 FLOOR PLAN P105 ROOF PLAN P106 ENLARGED PART PLAN FIRE PROTECTION FP001 LEGEND, GENERAL NOTES AND DETAILS FP101 LEVEL 0 FLOOR PLAN FP102 LEVEL 2-3 FLOOR PLAN FP103 LEVEL 4 FLOOR PLAN CODE COMPLIANCE CC001 CODE COMPLIANCE REPORT I CC002 CODE COMPLIANCE REPORT II CC101 CODE COMPLIANCE PLAN - LEVEL 1 CC102 CODE COMPLIANCE PLAN - LEVEL 2-4 SITE CPP EXISTING CONDITIONS SURVEY CIVIL C100 SEDIMENT & EROSION CONTROL PLAN C101 STORMWATER MANAGEMENT PLAN C102 UTILITIES PLAN LANDSCAPE L1.0 SITE DEMOLITION AND SITE PREPARATION PLAN L1.1 BUILDING LOCATION PLAN L2.0 MATERIALS PLAN L2.1 LAYOUT PLAN L3.0 GRADING PLAN L4.0 PLANTING PLAN L5.0 PAVING DETAILS L5.1 WALL AND STEP DETAILS L5.2 FURNISHING DETAILS L5.3 PLANTING DETAILS ARCHITECTURE A001 EXTERIOR WALL, ROOF & FLOOR ASSEMBLIES A002 INTERIOR PARTITION & CEILING TYPES A003 WINDOW & STOREFRONT ELEVATIONS, TYPES & SCHEDULES A004 DOOR TYPES, ELEVATIONS & DETAILS A100 ARCHITECTURAL FOUNDATION PLAN A101 FLOOR PLAN - LEVEL 1 A102 FLOOR PLAN - LEVELS 2-4 A103 ROOF PLAN A104 ROOF EQUIPMENT PLAN A110 PARTITION PLAN - LEVEL 1 A111 PARTITION PLAN - LEVELS 2-4 A120 CEILING PLAN - LEVEL 1 A121 CEILING PLAN - LEVEL 2-3 A122 CEILING PLAN - LEVEL 4 A200 BUILDING ELEVATIONS - EAST & WEST A201 BUILDING ELEVATIONS - SOUTH A202 BUILDING ELEVATIONS - NORTH A210 ENLARGED ELEVATIONS - BRICK MASONRY A211 ENLARGED ELEVATIONS - BRICK MASONRY A212 ENLARGED ELEVATIONS - FIBER CEMENT PANEL A300 BUILDING SECTIONS A301 BUILDING SECTIONS A310 WALL SECTIONS - EAST & WEST A311 WALL SECTIONS - NORTH A312 WALL SECTIONS - SOUTH A320 EXTERIOR SECTION DETAILS - BRICK MASONRY A321 EXTERIOR SECTION DETAILS - BRICK MASONRY A322 EXTERIOR SECTION DETAILS - BRICK MASONRY A323 EXTERIOR PLAN DETAILS - BRICK MASONRY A324 EXTERIOR PLAN DETAILS - BRICK MASONRY A330 EXTERIOR SECTION DETAILS - FIBER CEMENT PANEL A331 EXTERIOR SECTIONS DETAILS - FIBER CEMENT PANEL A332 EXTERIOR PLAN DETAILS - FIBER CEMENT PANEL A360 WASTE ENCLOSURE A370 CANOPY ROOF & CEILING PLANS A371 SOUTH CANOPY DETAILS A372 NORTH CANOPY DETAILS A373 ROOF DETAILS A374 ROOF TIE OFF SYSTEM DETAILS A400 ENLARGED PLAN - LEVEL 1 LOBBY A401 INTERIOR ELEVATIONS - LEVEL 1 LOBBY A402 INTERIOR ELEVATIONS - HAP OFFICE A403 INTERIOR ELEVATIONS - VESTIBULES A404 INTERIOR ELEVATIONS - FLEX SPACE & LEVEL 1 LAUNDRY A405 INTERIOR ELEVATIONS - EAST HALL & SERVICE HALL A406 ENLARGED PLAN - LEVEL 2-4 LOBBY A407 INTERIOR ELEVATIONS - LEVEL 2-4 LOBBY & LAUNDRY A408 INTERIOR ELEVATIONS - LEVEL 2-4 EAST & WEST HALLS A410 ENLARGED BATHROOM PLANS, INTERIOR ELEVATIONS & DETAILS A420 ENLARGED PLAN & SECTIONS - STUDIO UNIT A421 ENLARGED CEILING PLAN - STUDIO UNIT A422 INTERIOR ELEVATIONS - STUDIO UNIT A423 INTERIOR ELEVATIONS - STUDIO UNIT A430 ENLARGED PLAN & SECTIONS - ONE BEDROOM UNIT A431 ENLARGED CEILING PLAN - ONE BEDROOM UNIT A432 INTERIOR ELEVATIONS - ONE BEDROOM UNIT A433 INTERIOR ELEVATIONS - ONE BEDROOM UNIT A440 UNIT KITCHEN DETAILS A441 UNIT BATHROOM DETAILS A442 TYPICAL UNIT DETAILS A500 INTERIOR DETAILS - FLOOR TRANSITIONS A501 CASEWORK PLANS, ELEVATIONS & DETAILS A601 STAIR 1 PLANS A602 STAIR 2 PLANS A603 STAIR 3 PLANS A611 STAIR 1 SECTIONS & DETAILS A612 STAIR 2 SECTIONS & DETAILS A613 STAIR 2 DETAILS DRAWING LIST LOCATION PLAN LOCUS PLAN SCALE: 1" = 100'-0"1 LEVEL 1 F.A.R. SCALE: 1" = 100'-0"2 LEVEL 2-4 F.A.R. DRAWING LIST - CONTINUED REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8/2/2016 5:14:45 PM8 - 3 - 2016 JP PM/DD CODE COMPLIANCE REPORT I 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS CC001201420CODE COMPLIANCE REPORT REPORT CONTINUED ON CC002 1 2 3 654 REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8/2/2016 5:14:48 PM8 - 3 - 2016 JP PM/DD CODE COMPLIANCE REPORT II 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS CC002201420END COMPLIANCE REPORT 7 8 9 121110 DN UP FAB C UP UP FFFFF FLOBBY 100 MEN'S REST. RM 119 WOMEN'S REST. RM 117 SOUTH ENTRY 113 SERVICE HALL 005 NORTH ENTRY 118 HALL 100A STAIR 2 2-1 STAIR 3 3-1 PROJECT NORTH TRUE NORTH D/D W/W PROJECT NORTH TRUE NORTH R-2 M/A B 2 211111181'-6" TD120'-10"84'-2"73' -2" ROOM #: MAX OCC: SF: NAME: 116 FLEX SPACE 15 209 ROOM #: MAX OCC: SF: NAME: 111C CONFERENCE 15 230 ROOM #: MAX OCC: SF: NAME: 111D KITCHEN 1 120 ROOM #: MAX OCC: SF: NAME: 111B OPEN OFFICE 6 629 ROOM #: MAX OCC: SF: NAME: 111 HAP RECEPTION 2 201 ROOM #: MAX OCC: SF: NAME: 111A OFFICE 1 125 ROOM #: MAX OCC: SF: NAME: 115 MECHANICAL 1 147 132'-9" TD ROOM #: MAX OCC: SF: NAME: 122 MAINTENANCE 2 250 ROOM #: MAX OCC: SF: NAME: 123 ELECTRICAL 2 205 26'-3" TDROOM #: MAX OCC: SF: NAME: 114 LAUNDRY 1 81 ROOM #: MAX OCC: SF: NAME: 112 JANITOR 1 16 B 170 19 170191701917019170193 4 0 1 9 S-1 S-1 3 4 019 340 19 170 19 340 19 S-1 SMOKE CURTAIN AT ELEVATOR DOOR, TYP. 170 63 170 6334063ROOM #: MAX OCC: SF: NAME: 123 FIRE ROOM 1 30 MAX OCC: SF: RESIDENTIAL UNITS 32 6482 MAX OCC: SF: RETAIL 93 2814 FIRE EXT. CAB FIRE EXT. CAB FIRE EXT. CAB FIRE EX CAB ROOM #: MAX OCC: SF: NAME: 116A LIFE SAFETY 1 18 ROOM #: MAX OCC: SF: NAME: 111E ELECTRICAL 1 15 ROOM #: MAX OCC: SF: NAME: 120 TEL/DATA 1 21 ROOM #: MAX OCC: SF: NAME: 120 ALL GENDER RESTROOM 1 65 ROOM #: MAX OCC: SF: TYPE: 110 ONE BED - 2B 2 560 NOTE: ADDITIONAL GROUP 2A UNITS ARE ROOM #307 AND #415 HORIZONTAL SLIDING ACCORDION FIRE DOOR. LEVEL ONE ONLY. 1/2 HOUR FIRE PARTITION 1 HOUR RATED ASSEMBLY CODE COMPLIANCE KEY 2 HOUR RATED ASSEMBLY EGRESS PATH (TOTAL DISTANCE)10'-6" TD ROOM #: MAX OCC: SF: NAME: UNIT/ROOM TAG 170 18 TOTAL EXIT CAPACITY ACTUAL OCCUPANT LOAD EXITING R-2 OCCUPANCY TYPE INDICATES GROUP 2B UNITS INDICATES 5'-0" TURNING CIRCLE R 2 ' - 6 " REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:14:58 PM8 - 3 - 2016 PM/MR PM/DDMW CODE COMPLIANCE PLAN - LEVEL 1155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS CC101201420 AB C UP UP UP HALL 200C STAIR 2 2-2 STAIR 3 3-2 HALL 200A PROJECT NORTH TRUE NORTH EMR 223 ROOM #: MAX OCC: SF: TYPE: 216 (2B) STUDIO 3 460 R-2 R-2 120'-10"17021170 21 170 21 111'-3" TD 85'-2" TD9 6'- 2 " NOTE: ADDITIONAL GROUP 2B UNITS ARE ROOM #307 AND #415 SMOKE CURTAIN AT ELEVATOR DOOR, TYP. MAX OCC: SF: RESIDENTIAL UNITS 72 14557 FIRE EXT. CAB FIRE EXT. CAB FIRE EXT. CAB STAIR 1 1-2 1/2 HOUR FIRE PARTITION 1 HOUR RATED ASSEMBLY CODE COMPLIANCE KEY 2 HOUR RATED ASSEMBLY EGRESS PATH (TOTAL DISTANCE)10'-6" TD ROOM #: MAX OCC: SF: NAME: UNIT/ROOM TAG 170 18 TOTAL EXIT CAPACITY ACTUAL OCCUPANT LOAD EXITING R-2 OCCUPANCY TYPE INDICATES GROUP 2B UNITS INDICATES 5'-0" TURNING CIRCLE R 2 ' - 6 " REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:15:01 PM8 - 3 - 2016 PM/MR PM/DD/MW CODE COMPLIANCE PLAN - LEVEL 2-4155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS CC102201420 Michelle Crowley Landscape Architecture 281 Summer Street, 6th Floor Boston, MA 02210 617 338-8400 www.michellecrowley-la.com REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 155 Pleasant StreetNorthampton, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS 201420GENERAL NOTES 1. Existing conditions and topography data are from a survey prepared by Holmberg & Howe, Inc. Land Surveyors and Civil Engineers, 37 Damon Pond Road, Chesterfield, MA. (413) 296-4525. 2. Contractor shall verify location of any existing utilities and services and provide protection during construction. Utilities damaged during construction shall be repaired at contractors expense. 3. Contractor shall obtain permits for the work as required and comply with all laws, ordinances, rules and regulations of the local jurisdiction, the state, and all other authorities having jurisdiction. 4. Contractor shall leave site clean and orderly during construction process. Remove from site all excess materials, soil, debris and equipment. Store materials only in an approved location.2/18/2016 6:17:21 PM1" = 10'-0" JHB / EAM MHC SITE DEMOLITION AND SITE PREPARATION PLAN L1.0 7 3 2 1 Remove and Dispose of Concrete Curb, TYP. Protect Neighbor's Concrete Sidewalk During Construction. Protect/salvage and replace neigbors concrete unit pavers as needed. Remove Existing Curb and Stockpile for Reuse REFERENCE NOTES 4 Remove and Dispose of Existing Asphalt and Concrete Paving 5 Remove and Dispose of Wood Retaining Wall 6 Existing Granite Block Retaining Wall to Remain See Arch for Building Demo Protect Existing Street Light 8 Remove and Dispose of Existing Utility10 Remove and Dispose of Existing Sign11 Sawcut Edge (see Site Demolition Note 12)12 Remove and Replace or Re-Install Existing Sign13 Utility Company to Remove Existing Utility Pole and Overhead Wires 14 Utility Company to Relocate Existing Utility Pole and Overhead Wires 15 9 Protect Existing Sanitary Cleanout (See Site Demolition Note 10) Protect Existing Wires16 Discontinue Existing Water Service in accordance with Northampton DPW Requirements17 Discontinue Existing Sanitary Service in accordance with Northampton DPW Requirements18 Discontinue Existing Gas Service in accordance with Gas Utility Requirements19 Discontinue Existing Comm. Service in accordance with Comm. Utility Requirements20 Protect Existing Comm. Vault21 SITE DEMOLITION NOTES 1.Contractor shall verify all existing conditions in the field and report any discrepancies between plans and actual conditions to Landscape Architect before beginning work. 2.Building, structure and paving removal shall include the disconnection and capping of any utilities, footings, slabs, associated base material and satisfactory off-site disposal of all debris produced through the removal operations. 3.Tree and shrub removal shall include the felling, cutting, grubbing out of roots and satisfactory off-site disposal of all stumps vegetative and extraneous debris produced through the removal operations. 4.Existing trees and shrubs to remain shall not be altered under any circumstances and must remain in the same condition as observed prior to construction. 5.No heavy machinery is to be used within the root system of existing trees. Excavation within root system zones is to be performed by hand. 6.Any items scheduled to remain which are damaged by Contractor's operations shall be at Contractor's expense. 7.Any items scheduled to be stockpiled on site which are damaged by Contractor's operations shall be at Contractor's expense. 8.Area for stockpiled items shall be located by Landscape Architect and approved by owner prior to removal operations. 9.Contractor shall leave work site free of any debris at the end of each day's operations. 10.Remove and dispose of existing sanitary sewer suspected between the existing cleanout and the existing building. Temporarily cap remaining sanitary sewer at cleanout until new sanitary connection is made. 11.Existing street signage along Pleasant Street affected by the project shall be removed and reset within the new concrete sidewalks in accordance with Northampton DPW standards and in the same location and configuration as exists. Provide temporary support for all signs until permanent installation. No signage shall be taken out of service, temporarily or permanently, without the express permission of Northampton DPW. 12. At all areas of pavement removal, the paving edge to remain shall be saw cut through the entire pavement thickness and shall have a clean edge. BC EX / 123.66 TC EX / 124.67 BC EX / 124.19 TC EX / 125.79 BC EX / 125.22 TC EX / 122.92 BC EX / 122.36 EX / 125.91 BC EX / 123.30 BC EX / 122.90 BC EX / 122.61 BC EX / 122.29 BC EX / 122.13 TC EX / 122.59 CB EX / 122.15 EX / 122.66 BC EX / 122.87 TC EX / 124.22 TC EX / 123.05 TC EX / 123.54 TC EX / 123.86 TC EX / 125.35 BC EX / 124.84 EX / 127.21 EX / 127.11 BW EX / 125.67BW EX / 125.67 BW EX / 125.54 BW EX / 125.39 BOTTOM OF FOOTING / 121.36 BW EX / 126.12 BW EX / 127.10 BW EX / 127.50 BW EX / 127.81 CONCRETE WALK BIT. WALKCONC. CURBCONC. CURBCOVEREDENTRYCLEANOUTPAVEMENTPAVEMENTCEDAR ROWMAPLEHEMLOCKMAPLEMAPLE#1292 STORY CONC. BLOCK CONCRETE & BRICK WALKPAYPHONE4,125 SF+/-H 126.2'H 126 .9' SIGN 131.4'+/- 31.4'+/- FIREESCAPESTAIRS TOBASEMENTWINDOWWELL(TYP.)SUPPORTPOST(TYP.)X FF ENTRY 127.33 87.7'+/- 80.3'+/- 25.5'+/- 27.2'+/- 7.6'+/-31,125 SF+/-4.4'+/-4.5'+/-OHW OHW UGE OHW OHW12 3 1 2 5 1251261261 2 7 1 2 7126 126 CONCRETE WALK C O N C R E T E W A L K LOCUSTSAPP R O X . LO C A T I O N OF WIR E S AS SH O W N ON PB 89 PG 95 WWWW W WW WDDDDRIM 126.28FLOW 106.68RIM 125.1712 " C O N C IN 1 2 0 .7 7 12" CONC IN 120 .87 6" PVC RIM 124.01IN 118.8OUT 118.7RIM 125.31IN 120.3OUT 119.8 RIM 125.72OUT 121.3RIM 122.12FROZENCOULD NOT OPENRIM 122.15SUMP 116.512" CONCTRANSFORMERG GGMETERGASSHEDCOMM VAULT10' WIDE BUILDING RESTRICTION EASEMENT SAPPROXIMATE LOCATION OFMASS. ELECTRIC CO. EASEMENTBK 2478 PG 2092 3 7 '+/-A L O N G R E T A I N I N G W A L L S 44°56'55" W> 232.46' 40.65' S 51°21'56" E> S 31°32'00" E> 48.14' 15.02' S 44°56'07" W = N 6 8 °1 6 '5 3 " E 3 0 .4 5 ' R =8 5 7 .1 0 ' L =3 0 .4 5 ' N 45°04'05" W< 151.15' (FORMERLY N 45°04'05" E)(FORMERL Y 257.20') (FO R M E R L Y L=1 5 .91') (FORMERLY 16.14')(FORMERLY S 31°32'00" W)C I T Y O F N O R T H A M P T O N B O O K 2 5 8 2 P A G E 2 4 3 P L A N B O O K 1 3 3 P A G E 3 9 122 1 1 8 2 11 10 4 5 6 5 7 7 10 11 10 10 5 12 12 12 1010 10 10 10 10 10 13 13 10 10 14 15 9 13 16 17 18 19 20 21 3 8 DEMO LEGEND Remove Tree Remove Strip and Stockpile Topsoil Property Line Protect Tree Salvage Existing Tree to Remain D W Exiting Utility Lines G Existing Major Contour Existing Minor Contour Existing Top and Bottom of Curb122.92' 122.36' Sawcut OHW OHW UGE OHW OHWWWW W WW WDDDDTRANSFORMERG GGMETERGASSHEDCOMM VAULTS 15 F G E 9 I 8 10 2 14 14 M T H L B A A C 7 U 4 J K 11 13 13 12 D 36 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 21.1 N E 5481'2.442"5132'10.854"GRID LINES 1/BN E 5423'10.588"5190'4.443"GRID LINES 1/GN E 5368'.815"5161'.809"GRID LINES 10/MN E 5333'4.109"5115'4.51"GRID LINES 15/NN E 5296'8.264"5015'2.98"GRID LINES 21/NN E 5412'3.629"5216'10.285"PROPERTY CORNERN E 5519'.184"5109'10.684"PROPERTY CORNER16'-2" 15'-9"8'-0"6'-10"9'-3"48'-4"4'-0"Michelle Crowley Landscape Architecture 281 Summer Street, 6th Floor Boston, MA 02210 617 338-8400 www.michellecrowley-la.com REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 155 Pleasant StreetNorthampton, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS 201420GENERAL NOTES 1. Existing conditions and topography data are from a survey prepared by Holmberg & Howe, Inc. Land Surveyors and Civil Engineers, 37 Damon Pond Road, Chesterfield, MA. (413) 296-4525. 2. Contractor shall verify location of any existing utilities and services and provide protection during construction. Utilities damaged during construction shall be repaired at contractors expense. 3. Contractor shall obtain permits for the work as required and comply with all laws, ordinances, rules and regulations of the local jurisdiction, the state, and all other authorities having jurisdiction. 4. Contractor shall leave site clean and orderly during construction process. Remove from site all excess materials, soil, debris and equipment. Store materials only in an approved location.2/18/2016 6:17:21 PM1" = 10'-0" JHB MHC BUILDING LOCATION PLAN L1.1 LAYOUT NOTES 1. Do not scale drawings. 2. Contractor shall verify all existing conditions and layout dimensions in the field. Report any discrepancies to the Landscape Architect for design prior to commencing construction. 3. Stake or otherwise flag all design elements and features in the field. Obtain Landscape Architect's approval prior to commencing construction. 4. All dimensions from structure are from face of finish of exterior wall unless otherwise stated. 5. All angles are assumed to be 90 degrees unless otherwise stated. 6. See planting plans for location of trees and shrubs, planting beds and extent of sodding and seeding. 7. See architectural drawings for all building dimensions. 8. Dimensions at curbs of pavement edging are given from outside face of curb to outside face of curb unless otherwise stated. 9. Any changes proposed to dimensions shown on this drawing shall be approved by the Landscape Architect prior to construction. 9 Property Line BUILDING LOCATION LEGEND Architectural Column Grid Northing and Easting based on Survey File of Record Existing Granite Curb N E 177'9.384" 190'1.239" Michelle Crowley Landscape Architecture 281 Summer Street, 6th Floor Boston, MA 02210 617 338-8400 www.michellecrowley-la.com REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 155 Pleasant StreetNorthampton, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS 201420GENERAL NOTES 1. Existing conditions and topography data are from a survey prepared by Holmberg & Howe, Inc. Land Surveyors and Civil Engineers, 37 Damon Pond Road, Chesterfield, MA. (413) 296-4525. 2. Contractor shall verify location of any existing utilities and services and provide protection during construction. Utilities damaged during construction shall be repaired at contractors expense. 3. Contractor shall obtain permits for the work as required and comply with all laws, ordinances, rules and regulations of the local jurisdiction, the state, and all other authorities having jurisdiction. 4. Contractor shall leave site clean and orderly during construction process. Remove from site all excess materials, soil, debris and equipment. Store materials only in an approved location.2/18/2016 6:17:21 PM1" = 10'-0" JHB MHC MATERIALS PLAN L2.0 LAYOUT NOTES 1. Do not scale drawings. 2. Contractor shall verify all existing conditions and layout dimensions in the field. Report any discrepancies to the Landscape Architect for design prior to commencing construction. 3. Stake or otherwise flag all design elements and features in the field. Obtain Landscape Architect's approval prior to commencing construction. 4. All dimensions from structure are from face of finish of exterior wall unless otherwise stated. 5. All angles are assumed to be 90 degrees unless otherwise stated. 6. See planting plans for location of trees and shrubs, planting beds and extent of sodding and seeding. 7. See architectural drawings for all building dimensions. 8. Dimensions at curbs of pavement edging are given from outside face of curb to outside face of curb unless otherwise stated. 9. Any changes proposed to dimensions shown on this drawing shall be approved by the Landscape Architect prior to construction. 12 3 1 2 5 1251261261 2 7 1 2 7126 126 CONCRETE WALK C O N C R E T E W A L K LOCUSTSAPP R O X . LO C A T I O N OF WIR E S AS SH O W N ON PB 89 PG 95 WWW W WW WDDDDRIM 126.28FLOW 106.68RIM 125.1712 " C O N C IN 1 2 0 .7 7 12" CONC IN 120 .87 6" PVC RIM 124.01IN 118.8OUT 118.7RIM 125.31IN 120.3OUT 119.8 RIM 125.72OUT 121.3RIM 122.12FROZENCOULD NOT OPENRIM 122.15SUMP 116.512" CONCTRANSFORMERG GGMETERGASSHEDCOMM VAULT10' WIDE BUILDING RESTRICTION EASEMENT S 402' TO NEXT SMHBR (8) BR(10) GC TYP GB BS-1 BS-1 P6 P5 P4 P3 P3 P3 P3 P-SJ TYP P-EJ TYP TYP P1-P TYP P1-V TYP P2-P P2-V TYP P7 P1-P PL 3 2 1 SE SE SE SE PL PL PL PL P2-P P2-SS GB SE GB SE GB SE SE P3 P3 P3SE SE P7 5 P7 P2-V P-SJ TYP TYP P-EJ BS-2 GSW GSW GSW GSW GSW 4 3 2 1 Trash Enclosure by Arch Emergency Generator, see Electric Transformer, see Electric MATERIALS REFERENCE NOTES 4 PV System, see Electric 5 Handicap Parking Sign, TBD L3.0 Brick Paving Concrete Paving 1 - Pedestrian Asphalt Paving - Vehicular Brick Step 1 Stabilized Stonedust Paving Property Line Existing Tree to Remain Post Light Granite Seat Wall Concrete Eco-Paving Bike Rib - Bicycle Rack Concrete Expansion Joint Concrete Score Joint Concrete Paving 2 - Vehicular Concrete Paving 2 - Pedestrian Concrete Paving 1 - Vehicular 1/L5.0 1/L5.0 2/L5.0 2/L5.0 3/L5.0 4/L5.0 5/L5.0 7/L5.0 6/L5.0 8/L5.0 1/L5.1 3/L5.1 Re-set Granite Curb 12/L5.0 1/L5.2 P1-P P2-P P1-V P2-V P-EJ P-SJ P3 P4 P5 P6 BS-1 GSW GC BR PL D W Exiting Utility Lines G Gravel PavingP7 MATERIALS LEGEND SEE CIVILProposed Area Drain SE Steel Edge P2-SS Structural Soil Below Paving 11/L5.0 9/L5.0 10/L5.0 3/L5.2 Overhead Structure SEE ARCH Existing Major Contour Existing Minor Contour Proposed Major Contour125 L3.0Proposed Minor Contour124 Handicap Parking Sign GB Granite Bench 2/L5.2 Brick Step 2 2/L5.1BS-2 12 3 1 2 5 1251261261 2 7 1 2 7126 126 CONCRETE WALK C O N C R E T E W A L K LOCUSTSAPP R O X . LO C A T I O N OF WIR E S AS SH O W N ON PB 89 PG 95 WWW W WW WDDDDRIM 126.28FLOW 106.68RIM 125.1712 " C O N C IN 1 2 0 .7 7 12" CONC IN 120 .87 6" PVC RIM 124.01IN 118.8OUT 118.7RIM 125.31IN 120.3OUT 119.8 RIM 125.72OUT 121.3RIM 122.12FROZENCOULD NOT OPENRIM 122.15SUMP 116.512" CONCTRANSFORMERG GGMETERGASSHEDCOMM VAULT10' WIDE BUILDING RESTRICTION EASEMENT S 402' TO NEXT SMH12'-6"100'-0"2'-0"17'-4"20'-0"4'-3"17'-0"8'-0"5'-0"3'-8"R 41'-7" 18'-10" 5'-4" 2'-2" +/- 3'-6"9'-7"4'-0"5'-0" 1 1'-0"2 4'-0"+/-8'-10"5'-0" 1 +/-3'-3" 5'-0"4'-6"6'-5"3'-5"11'-4"5'-0"7'-0"10'-0"2'-4"13'-4"6'-0"2'-0" 2'-0" R=29’0” L= 56’2” PT PT R=62'8" L=47’3” R=47'9" L=23'3"1'-7"DOORPATH 4'-0"4'-0"12'-5"4'-4"15'-6"1'-10"9'-5"3 9'-9"3'-0"45'-0"5'-0"ALIGN 10'-11"3'-3"TYP8'-0" 31'-10" ALIGN BASELINE AFACE OF BUILDINGBASELINE B FACE OF BUILDING 4'-6"+/-5'-9"5'-8"19'-8"ALIGN ALIGN 2'-10"ALIGNALIGN 18'-0"55'-0" +/-3'-3" 10'-9"TYP5'-0"2'-8" 1'-6"5 EQ DIV.6 EQ DIV.DOOR3'-8"DOOR5'-0"DOOR3'-8"3'-8"+/-3'-3" +/-2'-6" 4'-0" MIN+/-14'-8"5 EQ DIV.5'-4"9'-10"TYP5'-4"TYP5 EQ DIV.5 EQ DIV.8 EQ DIV.+/-35'-8" 3'-0" 1'-10" 1'-10" 44'-8"27'-3"BASELINE CFACE OF BUILDING2'-10"WA L L 7'-0"TYP 10'-2" TYP 4'-0" MIN 4'-0" MIN+/-14'-10"25'-8"ALIGN WA L L 5 Michelle Crowley Landscape Architecture 281 Summer Street, 6th Floor Boston, MA 02210 617 338-8400 www.michellecrowley-la.com REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 155 Pleasant StreetNorthampton, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS 201420GENERAL NOTES 1. Existing conditions and topography data are from a survey prepared by Holmberg & Howe, Inc. Land Surveyors and Civil Engineers, 37 Damon Pond Road, Chesterfield, MA. (413) 296-4525. 2. Contractor shall verify location of any existing utilities and services and provide protection during construction. Utilities damaged during construction shall be repaired at contractors expense. 3. Contractor shall obtain permits for the work as required and comply with all laws, ordinances, rules and regulations of the local jurisdiction, the state, and all other authorities having jurisdiction. 4. Contractor shall leave site clean and orderly during construction process. Remove from site all excess materials, soil, debris and equipment. Store materials only in an approved location.2/18/2016 6:17:21 PM1" = 10'-0" JHB MHC LAYOUT PLAN L2.1 LAYOUT NOTES 1. Do not scale drawings. 2. Contractor shall verify all existing conditions and layout dimensions in the field. Report any discrepancies to the Landscape Architect for design prior to commencing construction. 3. Stake or otherwise flag all design elements and features in the field. Obtain Landscape Architect's approval prior to commencing construction. 4. All dimensions from structure are from face of finish of exterior wall unless otherwise stated. 5. All angles are assumed to be 90 degrees unless otherwise stated. 6. See planting plans for location of trees and shrubs, planting beds and extent of sodding and seeding. 7. See architectural drawings for all building dimensions. 8. Dimensions at curbs of pavement edging are given from outside face of curb to outside face of curb unless otherwise stated. 9. Any changes proposed to dimensions shown on this drawing shall be approved by the Landscape Architect prior to construction. L3.0 Brick Paving Concrete Paving 1 - Pedestrian Asphalt Paving - Vehicular Brick Step 1 Stabilized Stonedust Paving Property Line Existing Tree to Remain Post Light Granite Seat Wall Concrete Eco-Paving Bike Rib - Bicycle Rack Concrete Expansion Joint Concrete Score Joint Concrete Paving 2 - Vehicular Concrete Paving 2 - Pedestrian Concrete Paving 1 - Vehicular 1/L5.0 1/L5.0 2/L5.0 2/L5.0 3/L5.0 4/L5.0 5/L5.0 7/L5.0 6/L5.0 8/L5.0 1/L5.1 3/L5.1 Re-set Granite Curb 12/L5.0 1/L5.2 P1-P P2-P P1-V P2-V P-EJ P-SJ P3 P4 P5 P6 BS-1 GSW GC BR PL D W Exiting Utility Lines G Gravel PavingP7 MATERIALS LEGEND SEE CIVILProposed Area Drain SE Steel Edge P2-SS Structural Soil Below Paving 11/L5.0 9/L5.0 10/L5.0 3/L5.2 Overhead Structure SEE ARCH Existing Major Contour Existing Minor Contour Proposed Major Contour125 L3.0Proposed Minor Contour124 Handicap Parking Sign GB Granite Bench 2/L5.2 Brick Step 2 2/L5.1BS-2 LAYOUT LEGEND 1 Sidewalk to Align with Existing Adjacent Walk LAYOUT REFERENCE NOTES 2 Wall to align with end of Existing CIP Concrete 3 LA to Approve Layout of Curved Path and Benches in Field Prior to Construction 4 Splash pad to align with gutter outlet 5 Final location of PV System T.B.D. Michelle Crowley Landscape Architecture 281 Summer Street, 6th Floor Boston, MA 02210 617 338-8400 www.michellecrowley-la.com REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 155 Pleasant StreetNorthampton, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS 2014202/18/2016 6:17:21 PM1" = 10'-0" JHB / EAM MHC GRADING PLAN L3.0 Brick Paving Concrete Paving Asphalt Paving - Vehicular Brick Step Granular Paving - Material Varies Property Line Existing Tree to Remain 125 Proposed Contour - Major Proposed Contour - Minor Proposed Spot Elevation Post Light Granite Seat Wall Concrete Eco-Paving Bike Rib - Bicycle Rack Concrete Expansion Joint Concrete Score Joint Re-set Granite Curb 126 125.07' Existing Spot Elevation D W Exiting Utility Lines G GRADING LEGEND Proposed Tree Proposed Area Drain Grade Break 126.20' 125 Existing Contour - Major Existing Contour - Minor126 2 1 All Cross Slopes to be Less than 2% No Slopes Greater than 5% GRADING REFERENCE NOTES 3 Existing Grades at Bottom of Curb in Street to Remain GENERAL NOTES 1.Existing conditions and topography data are from a survey prepared by Holmberg & Howe, Inc. Land Surveyors and Civil Engineers, 37 Damon Pond Road, Chesterfield, MA. (413) 296-4525. 2.Contractor shall verify location of any existing utilities and services and provide protection during construction. Utilities damaged during construction shall be repaired at contractors expense. 3.Contractor shall obtain permits for the work as required and comply with all laws, ordinances, rules and regulations of the local jurisdiction, the state, and all other authorities having jurisdiction. 4.Contractor shall leave site clean and orderly during construction process. Remove from site all excess materials, soil, debris and equipment. Store materials only in an approved location. GRADING NOTES 1.Contractor shall verify all existing grades in the field and report any discrepancies immediately to the landscape architect. 2.Stake proposed finish grade and cut/fills of existing grade in the field. Obtain Landscape Architect's approval prior to commencing construction. 3.Slope away from all buildings. 4.Provide vertical curves or roundings at abrupt changes in grade unless otherwise noted. Blend new earthwork smoothly into existing grades. 5.Maintain existing grades at existing plant material to remain 6.Grade surfaces to assure positive drainage from all structures and to prevent ponding of surface drainage. 7.All fill material is subject to approval by Landscape Architect. 8.Pitch evenly between spot grades. All paved areas must pitch to drain at a minimum of 1/8” per foot. Any discrepancies not allowing this to occur shall be reported to the Landscape Architect prior to continuing work. 9.Once grading operations are completed, all disturbed areas within or outside of the limits of work shall be stabilized by fine grading and seeding or mulching as directed by the Landscape Architect. 10.All erosion control measures are to be constructed to meet field conditions at the time of construction and prior to any grading or disturbance of existing material on balance of site. 12 3 1 2 5 1251261261 2 7 1 2 7126 126 CONCRETE WALK CONCRETE WA L K LOCUSTSAPP R O X . LO C A T I O N OF WIR E S AS SH O W N ON PB 89 PG 95 WWWW W WW WDDDDDDTRANSFORMERG GMETERGASSHEDCOMM VAULT10' WIDE BUILDING RESTRICTION EASEMENT S BC EX / 123.66 125.10'TS / 127.05' 4.9%4.1%TC / 123.32' TC / 124.23' 1.8% TC / 125.41' FFE / 125.07' BS / 126.05' 1.5% FFE / 124.57' TC EX / 124.67 BC EX / 124.19 BC / 124.84' 1.5% 123.03' 123.17'1.5%1.8% 124.84' TC EX / 125.79 BC EX / 125.22 TC EX / 122.92 BC EX / 122.36 1.8% 127 126 EX / 125.91 125 2:1 124 125.07' 124.57' 1.8 % 124.48' 124.51' 1.8% MAX 124 124.41' FFE / 125.07' 125.07' 124.57' 124.51' 124.51' BC EX / 123.30 BC EX / 122.90 BC EX / 122.61 BC EX / 122.29 BC EX / 122.13 TC EX / 122.59 CB EX / 122.15 EX / 122.66 BC EX / 122.87 TC EX / 124.22 TC EX / 123.05 TC EX / 123.54 TC EX / 123.86 TC EX / 125.35 BC EX / 124.84 EX / 127.21 EX / 127.11 2.3%1.8%124.41' 1.0% 124.60'4.6%4.1%1.5%125 124.72' TC / 124.57'1.5%TC / 124.00' TC / 123.00' BW / 124.15' 124.51'TW / 125.65' BW / 124.11' BW / 124.15'TW / 125.65' BW / 123.95' BW / 124.15' 124.51' TW / 125.65' BW / 123.85' TS / 124.40' BS / 123.90' 124.57' 124.57' 124.57' 124.57' TS / 124.40' BS / 123.45' TW / 125.65' BW / 123.51' BW / 124.15' BW / 124.15' 124.51' TW / 125.65' BW / 123.39' TW / 125.65' BW / 123.07' BW / 123.09' TC / 123.77' 1.4% 123.92' 124.57' 124.57' 125.07' 124.88' 124.88'124.41' 124.77' 124.41' 124.77' BW EX / 125.67 LP / 123.75' 123 LP / 122.75' 126.60' 126.00'1.0%1.4%124.41' 124.40' 124.41' 124.41' 124.41' 125.09' 125.04'125.07' 125.07' 125.07' 124.57' 124.57' 124.57'2.0%LP / 122.65'1.5%126.91' 1.8% 125.07' 125.07' 124.77'124.41' 124.41' 124.41' 124.41' BW EX / 125.67 BW EX / 125.54 BW EX / 125.39 BOTTOM OF FOOTING / 121.36 BW EX / 126.12 BW EX / 127.10 BW EX / 127.50 BW EX / 127.81 LP / 124.25' HP / 125.10' LP / 124.25' LP / 124.25' 124.63' 125.07' LP / 124.13' 124.20' LP / 124.20' 1 2 7 126 125 124 125 125.00' TW / 127.05' 124.50' 123.76'124124 124.19' 124.28'124.42' 124.35' 124.18' FLUSH Michelle Crowley Landscape Architecture 281 Summer Street, 6th Floor Boston, MA 02210 617 338-8400 www.michellecrowley-la.com REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 155 Pleasant StreetNorthampton, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS 2014202/18/2016 6:17:21 PM1" = 10'-0" JHB MHC PLANTING PLAN L4.0 Paving-Material Varies Gravel Brick Step Property Line Existing Tree to Remain 100 1' Contour Major 1' Contour Minor Post Light Granite Seat Wall Bike Rib - Bicycle Rack Concrete Expansion Joint Concrete Score Joint Re-set Granite Curb 99 D W Exiting Utility Lines G DETAIL/ SHEET Proposed Canopy Tree Proposed Area Drain Proposed Understory Tree Tree Planting in Gravel Lawn Sod Fescue LawnFES SOD 4/L5.02 3/L5.02 Structural Soil T-G SS Planting Soil TrenchPS 5, 6/L5.02 Tree in Structural SoilT-SS 5, 7/L5.02 PLANTING LEGEND KEY NOTE Proposed Shrub 1/L5.02 Tree Planting in LawnT-L 5, XX/L5.02 SRB AER DRP Aeration Pipe and Vent Drip Line 7/L5.02 7/L5.02 QCP Quick Coupler PLANTING NOTES 1.The Contractor shall supply all plant material in quantities sufficient to complete the planting shown on all drawings. 2.Contractor shall verify all existing conditions in the field. Report any discrepancies to the Landscape Architect for design prior to commencing planting. 3.All plant material shall conform to the guidelines established by “The American Standard for Nursery Stock” published by the American Nursery and Landscape Association, latest edition. 4.All plants shall be balled and burlap unless otherwise noted on the plant list. 5.All plants shall be approved by Landscape Architect prior to their installation at the site. 6.Contractor shall stake all plant locations in the field. Obtain approval of Landscape Architect before starting plant installations. 7.Plants to be transplanted shall be flagged and exact planting locations staked in the field. 8.All areas disturbed by construction activities are to be fine graded and seeded. GENERAL NOTES 1.Existing conditions and topography data are from a survey prepared by Holmberg & Howe, Inc. Land Surveyors and Civil Engineers, 37 Damon Pond Road, Chesterfield, MA. (413) 296-4525. 2.Contractor shall verify location of any existing utilities and services and provide protection during construction. Utilities damaged during construction shall be repaired at contractors expense. 3.Contractor shall obtain permits for the work as required and comply with all laws, ordinances, rules and regulations of the local jurisdiction, the state, and all other authorities having jurisdiction. 4.Contractor shall leave site clean and orderly during construction process. Remove from site all excess materials, soil, debris and equipment. Store materials only in an approved location. CONCRETE WALK C O N C R E T E W A L K LOCUSTSAPP R O X . LO C A T I O N OF WIR E S AS SH O W N ON PB 89 PG 95 WWWW W WW WDDDDTRANSFORMERG GGMETERGASSHEDCOMM VAULT10' WIDE BUILDING RESTRICTION EASEMENT S 127 126 125 124 124 125 123 1 2 7 126 125 124 125124124 BP (2) GT(1) AS (1) GT (1) AS (1) QP (4) (1) (1) BP (5) BP (8) BP (2) SOD TYP PSTYP SS SS T-SS (3) BPT-SS T-G T-G FESTYP (5) IM (2) CR CA(5) CK(2) (2) IM (8) CA T-LTYP TYP SRB (5) (1) CR (5) IM (3) RM (4) CA (3) CR (1) CR (2) RM (2) IM CR (3) CA (3) RM (2) CA (3) IM AER AER 1 1 DRP QCP QCP CA (2) AM (5) CA (3) IM (2) CR (2) AM BP (3) CA (3) CC (3) RM (4) IM 1 AERATION PIPE CAN BE NON-PERF UNDER SIDEWALKS PLANTING REFERENCE NOTES SYM QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS GT 3 Gleditsia tricanthos Honey Locust 5" Cal.B&B AS 2 Acer saccharum Sugar Maple 5" Cal.B&B QP 1 Quercus palustris Pin Oak 5" Cal.B&B BP 22 Betula populifolia Gray Birch 10-12'B&B, Multistem AM 4 Amelanchier Shadbush 10-12'B&B, Multistem CC 3 Cercis candedensis Redbud 10-12'B&B CK 2 Cornus kousa Kousa Dogwood 10-12'B&B CA 32 Clethera alnifolia 'Hummingbird'Sweet pepper bush 2-3' CR 14 Cornus racemosa Gray Dogwood 3-4' IM 24 Ilex meserveae Blue holly 5' RM 12 Rhodedendron Rhodedendron Rosebay 4' FES +/-5000 SF Red fescue Seed SOD +/-2775 SF Fescue Bluegrass Mix Sod Michelle Crowley Landscape Architecture 281 Summer Street, 6th Floor Boston, MA 02210 617 338-8400 www.michellecrowley-la.com REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 155 Pleasant StreetNorthampton, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS 2014202/18/2016 6:17:21 PMAS NOTED AH JHB MHC PAVING DETAILS L5.0 6X6 W2.1XW2.1 WWM 8"4"COMPACTED AGGREGATE BASE COMPACTED SUBGRADE CONDITION VARIES CONCRETE PAVING WITH BRUSHED FINISH CONCRETE PAVING 1&2 - PEDESTRIAN (P1-P, P2-P) Scale: 1" = 1'-0"1 6X6 W2.1XW2.1 WWM 1'-0"8"COMPACTED AGGREGATE BASE COMPACTED SUBGRADE CONDITION VARIES CONCRETE PAVING WITH HAUNCH, BRUSHED FINISH SEE PLAN FOR CUSTOM EXPANSION AND SCORE JOINTING 5"5" CONCRETE PAVING 1&2 - VEHICULAR (P1-V, P2-V) 1" = 1'-0"2Concrete over structural soil Scale: 3/8"=1'=0"3'-0"3"CONCRETE PAVING, TYP COMPACTED AGGREGATE STRUCTURAL SOIL FILTER FABRIC SAND COMPACTED OR UNDISTURBED SUBGRADE CONCRETE OVER STRUCTURAL SOIL (P2-SS) Scale: 3/8" = 1'-0"3 1 SEALANT BACKER ROD3/8 12" #4 SMOOTH DOWEL W/ END CAP@ 12" O.C. EMBED 6" EACH SIDE AT EXPANSION JOINT COMPRESSIBLE FILLER THROUGH FULL DEPTH OF SLAB CONCRETE PAVING CONCRETE EXPANSION JOINT (P-EJ) Scale: 1 1/2" = 1'-0"4 TOP COURSE COMPACTED AGGREGATE BASE COMPACTED SUBGRADE BINDER COURSE 1'-0"2 1/2"1 1/2"ASPHALT PAVING - VEHICULAR (P4) Scale: 1" = 1'-0"6 SAWN CONTROL JOINT 1/4 DEPTH OF SLAB MAX. 1" DEPTH MIN. 1/8 CONCRETE PAVING CONCRETE SCORE JOINT (P-SJ) Scale: 1 1/2" = 1'-0"5 1, 2 COMPACTED GRAVEL COMPACTED OR UNDISTURBED SUBGRADE OR STRUCTURAL SOIL STABILIZED STONE DUST PAVING INSTALL PER MANUFACTURER'S SPEC.2"6"FLUSH ADJACENT CONDITION VARIES, SEE PLAN STABILIZED STONEDUST PAVING (P3) Scale: 1" = 1'-0"7 WITH CONCRETE BAND EDGE RESTRAINT COMPACTED SUBGRADE COMPACTED AGGREGATE BASE TURFSTONE PAVER BEDDING SAND OPEN CELL FILLED WITH TYP. 8 OR 9 AGGREGATE OR SIMILAR 1/2"MAX4"MIN1'-0"CONCRETE ECO-PAVER (P6) Scale: 1" = 1'-0"8 1/4" X 6" STEEL EDGING SHALL SIT 1/2" MAX. BELOW FINISH GRADE ON EDGE OF PAVING, TYP.FLUSH FINISH GRADE COMPACTED SUBGRADE ADJACENT CONDITIONS VARIES SEE L2.0 STEEL EDGING (SE) 1 1/2" = 1'-0"10 UNDISTURBED SUBGRADE WALL OF BUILDINGEXISTING GRANITE WALL DISTANCE VARIES - SEE PLAN FINISHED GRADE GRAVEL PAVING TO DEPTH OF EXCAVATION FOR BUILDING REFER TO STRUCTURAL PLANS REGARDING WALL PROTECTION SCARIFY GRAVEL PAVING (P7) Scale: 1/2" = 1'-0"9 4"COMPACTED SUBGRADE CONCRETE BASE W/ 6 x 6 W1.4 W1.4 WWF BITUMINOUS SETTING BED x x x HAND-TIGHT, SAND-SWEPT JOINT, TYP. BRICK PAVER SET HAND TIGHT; PATTERN VARIES, SEE L-2.0 BRICK TO BE MEDIUM IRON SPOT (2 1/4" X 4" X 8") BY ENDICOTT BRICK. NEOPRENE TACK COAT COMPACTED AGGREGATE BASE SOLDIER COURSE ON ALL EDGES 5/8" 1'-0"6" 2"1 1/2"VARIESx x BRICK PAVING (P5) Scale: 1" = 1'-0"11 CONCRETE PAVING RE-SET GRANITE CURB SALVAGED FROM SITE. ANY NEW CURB TO MATCH EXISTINGIN IN DIMENSIONS AND FINISH CONCRETE FOOTING6"6"6"+/- 18"FLUSH MATCH EXISTING 6"EXISTING ASPHALT STREET TO BE REPAIRED AS NEEDED HEIGHT VARIES SEE GRADING PLAN GRANITE CURB (GC) Scale: 1" = 1'-0"12 1,2 Michelle Crowley Landscape Architecture 281 Summer Street, 6th Floor Boston, MA 02210 617 338-8400 www.michellecrowley-la.com REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 155 Pleasant StreetNorthampton, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS 2014202/18/2016 6:17:21 PMAS NOTED JHB, EAM MHC Wall and Step Details L5.1 COMPACTED AGGREGATE BASE CONCRETE BASE W/ #4 REBAR @15" O.C. EACH WAY BRICK STEP NUMBER OF TREADS VARIES, SEE L2.01 GRANITE SEAT WALL BEYOND COMPACTED SUBGRADE +/-2"8" MIN.6"CONCRETE PAVING - PEDESTRIAN 1'-0" CONCRETE PAVING - PEDESTRIAN 1'-0" Brick Step at Front of Building 4'-0"2"HEIGHT OF RISER VARIES, SEE L3.00 BRICK STEP 1 (BS-1) Scale: 1/2" = 1'-0"1 COMPACTED AGGREGATE BASE CONCRETE BASE W/ #4 REBAR @15" O.C. EACH WAY BRICK STEPS GRANITE SEAT WALL BEYOND COMPACTED SUBGRADE 6"CONCRETE PAVING - PEDESTRIAN 1'-2" EXISTING CONCRETE PAVING 1'-0"4'-0"2"8" MIN.6" TYP.BRICK STEP 2 (BS-2) Scale: 1/2" = 1'-0"2 GRANITE BLOCKS SET IN MORTAR PITCH +/- 2'-0" 1/2"12"NOTE: GRANITE WALL TO HAVE SIMILAR APPEARANCE TO EXISTNG WALL AT RAIL CORRIDOR, USE SALVAGED PIECES FROM SITE AS POSSIBLE REINFORCED CONCRETE BASE COMPACTED AGGREGATE BASE COMPACTED SUBGRADE ADJACENT CONDITION VARIES +/-2'-6"3'-6" MIN. 1'-6"COMPACTED FREE DRAINING, NON-FROST SUCEPTIBLE FILL (4) #5 REBAR CONT. #4 SQUARE TIES AT 18" O.C. ADJACENT CONDITION VARIES 1'-0"MIN+/- 2'-6"1'-0"MINGRANITE SEAT WALL (GSW) Scale: 1/2" = 1'-0"3 6"7 1/2"8"6"BIKE RACK CORE DRILLED INTO CONCRETE APPOX. 4-6" - SEE MANUFACTURERS SPECIFICATION CONCRETE PAVING COMPACTED AGGREGATE COMPACTED SUBGRADE2'-8"1'-6" 6"6" BIKE RIB - BICYCLE RACK (BR) AS NOTED3 SECTION: Scale: 1"=1'-0"PLAN AT OVERHANG: Scale: 1/4"=1'-0"PLAN AT SIDE OF BUILDING: Scale: 1/4"=1'-0" Michelle Crowley Landscape Architecture 281 Summer Street, 6th Floor Boston, MA 02210 617 338-8400 www.michellecrowley-la.com REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 155 Pleasant StreetNorthampton, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS 2014202/18/2016 6:17:21 PMAS NOTED AH JHB MHC FURNISHING DETAILS L5.2 FINISH GRADE, CONDITION VARIES SEE STRUCTURALCONCRETE FOOTING SEE STRUCTURAL FOR DETAILS BEVEL FOOTING TO MEET BASE OF FIXTURE AT GRADE SEE STRUCTURAL POST LIGHT BASE BEVEL (PL) Scale: 1" = 1'-0"1 GRANITE BLOCK PITCH 3'-6"MIN+/- 2'-0" NOTE: GRANITE WALL TO HAVE SIMILAR APPEARANCE TO EXISTNG WALL AT RAIL CORRIDOR, USE SALVAGED PIECES FROM SITE AS POSSIBLE COMPACTED AGGREGATE BASE COMPACTED SUBGRADE ADJACENT CONDITIONS VARY1'-6"2"MINGRANITE BENCH Scale: 1/2" = 1'-0"2 W bike racks 1 Scale: 1/4" = 1'-0"1 126 W RIM 124.01IN 118.8OUT 118.7bike racks 2 Scale: 1/4" = 1'-0"2EQ EQ2'-0"TYP3'-0"TYP BIKE RIB, TYP. BIKE RIBS SQUARE TO BUILDING AND PATIO W bike racks 1 Scale: 1/4" = 1'-0"1 126 W RIM 124.01IN 118.8OUT 118.7bike racks 2 Scale: 1/4" = 1'-0"2 1'-10"3'-0"TYP 2'-0"TYP1'-0"TYPBIKE RIB, TYP.45.00° BIKE RIBS AT 45° ANGLE FROM BUILDING Michelle Crowley Landscape Architecture 281 Summer Street, 6th Floor Boston, MA 02210 617 338-8400 www.michellecrowley-la.com REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 155 Pleasant StreetNorthampton, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS 201420GENERAL NOTES 1. Existing conditions and topography data are from a survey prepared by Holmberg & Howe, Inc. Land Surveyors and Civil Engineers, 37 Damon Pond Road, Chesterfield, MA. (413) 296-4525. 2. Contractor shall verify location of any existing utilities and services and provide protection during construction. Utilities damaged during construction shall be repaired at contractors expense. 3. Contractor shall obtain permits for the work as required and comply with all laws, ordinances, rules and regulations of the local jurisdiction, the state, and all other authorities having jurisdiction. 4. Contractor shall leave site clean and orderly during construction process. Remove from site all excess materials, soil, debris and equipment. Store materials only in an approved location.2/18/2016 6:17:21 PMAS NOTED AH JHB MHC PLANTING DETAILS L5.3 UNDISTURBED SUBGRADE TEST EACH PIT INDIVIDUALLY FOR PROPER DRAINAGE PRIOR TO PLANTING. IF DRAINAGE PROBLEMS EXIST INFORM LANDSCAPE ARCHITECT, SEE SPECIFICATIONS. REMOVE ALL ROPE, WIRE OR BASKET MATERIAL FROM TOP AND SIDES OF ROOTBALL BEFORE BACKFILLING. TURN DOWN BURLAP 1/3, TYP. REMOVE EXCESS SOIL FROM CROWN OF ROOTBALL PLANTING SOIL TRENCH SET ROOT FLARE/CROWN ABOVE FINISH GRADE ONCE LOCATION AND DEPTH HAS BEEN APPROVED BY L.A 6'-0" MIN. TRENCH WALL OF BUILDING EXISTING GRANITE WALL FILTER FABRICON SIDES OF TRENCH DISTANCE VARIES - SEE PLAN 2" MAXGRAVEL PAVING SEE PLAN FOR LOCATION TREE PLANTING IN GRAVEL (T-G) Scale: 1/2" = 1'-0"5 COMPACTED OR UNDISTURBED SUBGRADE TEST EACH PIT INDIVIDUALLY FOR PROPER DRAINAGE PRIOR TO PLANTING. IF DRAINAGE PROBLEMS EXIST INFORM LANDSCAPE ARCHITECT, SEE SPECIFICATIONS. REMOVE ALL ROPE, WIRE OR BASKET MATERIAL FROM TOP AND SIDES OF ROOTBALL BEFORE BACKFILLING. TURN DOWN BURLAP 1/3, TYP. REMOVE EXCESS SOIL FROM CROWN OF ROOTBALL PLANTING SOIL SET ROOT BALL ON WELL DRAINING GRAVEL SET ROOT FLARE/CROWN ABOVE FINISH GRADE ONCE LOCATION AND DEPTH HAS BEEN APPROVED BY L.A 24" MIN24" MIN 3" MULCH SAUCER - NOT TOUCHING TRUNK TREE GUYS WITH FLAGGING, SECURED TO STAKES TREE PLANTING IN LAWN (T-L) Scale: 1/2" = 1'-0"4 TOPSOIL UNDISTURBED SUBGRADE SEEDED MEADOW SCARIFY SUBGRADE8"SEEDED FESCUE (FES) Scale: 1" = 1'-0"2 SHRUBS SHALL BEAR THE SAME RELATIONSHIP TO FINISH GRADE AS IN THE NURSERY. 2" DEPTH BARK MULCH - MULCH SHOULD NOT TOUCH ROOT CROWN OF SHRUB REMOVE ALL ROPE, BURLAP, WIRE OR CONTAINER FROM ROOTBALL; GENTLY LOOSEN OR SCORE AREAS OF DENSE ROOT GROWTH. SHRUB PLANTING SOIL MIX 12" MIN.UNDISTURBED SUBGRADE MIN 2 X SIZE OF ROOTBALL SHRUB PLANTING TYP. (SRB) Scale: 1/2" = 1'-0"1 ADJACENT CONDITION VARIES COMPACTED AGGREGATE STRUCTURAL SOIL MIX; SEE L4.0 FOR EXTENTS FILTER FABRIC COMPACTED OR UNDISTURBED SUBGRADE TEST PITS FOR DRAINAGE PRIOR TO PLANTING. IF DRAINAGE PROBLEMS EXIST INFORM LANDSCAPE ARCHITECT, SEE SPECIFICATIONS. STABILIZED STONE DUST PAVING INSTALL PER MANUFACTURER'S SPEC. BACKFILL PLANTING SOIL MIX 3" AERATION PIPE, DAYLIGHT WITH 3" METAL GRATE DRIP LINE ATTACHED TO QUICKCOUPLER FOR HAND WATERING, INSTALLED IN AERATION PIPE SUBDRAINAGE VARIES BASED ON FOUND CONDITION SAND3'-0"3"tree planting in structural soil 7 L5.0 TREE PLANTING IN STRUCTURAL SOIL (T-SS) Scale: 3/8" = 1'-0"6 SOD 6"COMPACTED FILL OR UNDISTURBED SUBGRADE SCARIFY SUBGRADE TOPSOIL LAWN SOD (SOD) 1" = 1'-0"3 BRICK VENEER AND MASONRY TIES. SEE SHEET A210 FOR COURSING & LAYOUT 1" MINIMUM AIRSPACE 1/2" PLYWOOD SHEATHING PER STRUCTURAL PTD GYPSUM WALL BOARD FINISH, TYP. 2X6 WALL FRAMING PER STRUCTURAL INTERIOR EXTERIOR FIBER CEMENT PANEL CLADDING SEE SHEET A211 FOR COURSING, ORIENTATION & PANEL SIZING. INTERIOR EXTERIOR E-1 E-2 MINERAL WOOL BATT INSULATION 1 HR RATED ASSEMBLY 1 HR RATED ASSEMBLY VAPOR RETARDER GRID 1" XPS RIGID BOARD INSULATION SELF-ADHERING WATERPROOF MEMBRANE 1/2" PLYWOOD SHEATHING PER STRUCTURAL PTD GYPSUM WALL BOARD FINISH, TYP. WOOD WALL FRAMING PER STRUCTURAL MINERAL WOOL BLANKET INSULATION VAPOR RETARDER 1" MINERAL WOOL CAVITY INSULATION SELF-ADHERING WATERPROOF MEMBRANE #30 FELT BUILDING PAPER, TAPE SEAMS. 1X6 PRESERVATIVE TREATED FURRING. SEE DETAILS FOR VARIATIONS 6 1/4" TYPICAL 1" MAX. GRID UL #326 UL #348 E-1 WALL ASSEMBLY TO PROVIDE MINIMUM INSULATION VALUE OF R27. E-1 WALL ASSEMBLY TO PROVIDE MINIMUM INSULATION VALUE OF R27. WOOD FRAMING PER STRUCTURAL 3/4" PLYWOOD SHEATHING PER STRUCTURAL 1/2" COVER BOARD SELF-ADHERING SHEET VAPOR RETARDER PER ROOFING SYSTEM 2" CONTINUOUS POLYISOCYANURATE RIGID INSULATION. TAPERED POLYISOCYANURATE RIGID INSULATION PITCH TO DRAIN 1/4" OVER 1'-0" PER ROOF PLAN DEPTH VARIES. PVC ROOFING MEMBRANE R-1 R-1 ROOFING ASSEMBLY TO PROVIDE MINIMUM AVERAGE INSULATION VALUE OF R50 .UL #544EXTERIOR PRIMER PER SOUND ISOLATION MAT MANUFACTURER 1" GYPSUM CEMENT UNDERLAYMENT, TYP. 3/4" PLYWOOD FLOOR SHEATHING PER STRUCTURAL FLOOR FINISH. VARIES. SEE FINISH SCHEDULE ENGINEERED WOOD FRAMING PER STRUCTURAL FIRE-RATED CEILING ASSEMBLY FUNCTIONS AS FINISHED CEILING FOR RESIDENTIAL UNITS ON LEVELS 2-4. SEE SHEET G111 FOR FINISH CEILING TYPES F-1 ACOUSTIC INSULATIONUL #5441/4" SOUND ISOLATION MAT 1 HR RATED ASSEMBLY VAPOR BARRIER CIP CONCRETE SLAB-ON-GRADE PER STRUCTURAL CRUSHED STONE & FILL PER STRUCTURAL FINISH FLOORING - VARIES PER FINISH SCHEDULE 2" RIGID BOARD-INSULATION, TYPICAL AT SOG F-3 ASSEMBLY TO PROVIDE MINIMUM INSULATION VALUE OF R10 . STRUCTURAL STEEL FRAMING PER STRUCTURAL FINISHED CEILING SYSTEM, PER SPECIFICATION. SEE CEILING PLANS FOR EXTENTS SEE SHEET A002 FOR FINISH CEILING TYPES VAPOR RETARDER GYPSUM CEMENT UNDERLAYMENT, TYP 3/4"-THICK PLYWOOD FLOOR SHEATHING PER STRUCTURAL FLOOR FINISH PER FINISH SCHEDULE ENGINEERED WOOD FRAMING PER STRUCTURAL JOIST HANGER & BLOCKING PER STRUCTURAL F-2 SOUND ISOLATION MAT UL #5441 HR RATED ASSEMBLY PVC MEMBRANE ROOFING SYSTEM TAPERED POLYISOCYANURATE RIGID INSULATION. SLOPE TO DRAIN 1/4" OVER 1'- 0" PER ROOF PLAN. 3/4" FIRE TREATED PLYWOOD FIRE TREATED WOOD FRAMING & BLOCKING. PER STRUCTURAL. 1/2" FIBERGLASS GYPSUM MAT SHEATHING CEMENTITIOUS FINISH, INTEGRAL COLOR 1/2" COVER BOARD R-2 EXTERIOR EXTERIOR 3/4"-THICK WOOD STRAPPING PVC MEMBRANE ROOFING SYSTEM TAPERED RIGID INSULATION, MAX 3", SLOPED TO DRAIN, 1/4" PER 1'-0" MIN PER ROOF PLAN 3/4" FIRE TREATED PLYWOOD 2X12 FIRE TREATED WOOD FRAMING & BLOCKING PER STRUCTURAL 1/2" FIBERGLASS GYPSUM MAT SHEATHING CEMENTITIOUS FINISH, INTEGRAL COLOR STEEL COLUMN BEYOND PER STRUCTURALR-3 EXTERIOR EXTERIOR 3/4"-THICK WOOD STRAPPING REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1" = 1'-0"8/2/2016 5:11:32 PM8 - 3 - 2016 PM/TA DD EXTERIOR WALL, ROOF & FLOOR ASSEMBLIES 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A001201420SCALE: 1" = 1'-0"1 EXTERIOR WALL ASSEMBLIES SCALE: 1" = 1'-0"2 ROOF ASSEMBLY - TYPICAL SCALE: 1" = 1'-0"5 FLOOR/CEILING ASSEMBLY - TYPICAL SCALE: 1" = 1'-0"7 FLOOR ASSEMBLY - SOG SCALE: 1" = 1'-0"6 FLOOR ASSEMBLY - LEVEL 2 SCALE: 1" = 1'-0"3 ROOF/SOFFIT ASSEMBLY - SOUTH CANOPY SCALE: 1" = 1'-0"4 ROOF/SOFFIT ASSEMBLY - NORTH CANOPY 2X6 WALL FRAMING, PER STRUCTURAL 3 & 3A 1/2" PLYWOOD SHEATHING, PER STRUCTURAL 1 HR FIRE RATED LOAD BEARING SHEAR PARTITION- UL U344 (WOOD STUD) 3A DESIGNATES CEMENTITIOUS BACKER PER WET AREAS - UL U303 5/8" GYPSUM WALL BOARD, TYP. 2 2 HR FIRE RATED LOAD BEARING WALL - UL U301 2X6 WALL FRAMING, PER STRUCTURAL 1 2 HR FIRE RATED LOAD BEARING PARTITION - SIM UL U301 5/8" GYPSUM WALL BOARD - 2 LAYERS EACH SIDE 1/2" PLYWOOD SHEATHING, PER STRUCTURAL 2X6 WALL FRAMING, PER STRUCTURAL 4 & 4A 1 HR FIRE RATED LOAD BEARING PARTITION - UL U305 (WOOD STUD) 4A DESIGNATES CEMENTITIOUS BACKER PER WET AREAS - UL U329 4D DESIGNATES 2X4 WALL FRAMING 5/8" GYPSUM WALL BOARD, TYP. WALL FINISH, PER FINISH SCHEDULE 2X6 WALL FRAMING 5 & 5A INTERIOR PARTITION 5A DESIGNATES CEMENTITIOUS BACKER PER WET AREAS 5D DESIGNATES 2X4 WALL FRAMING 5/8" GYPSUM WALL BOARD, TYP. FINISH, PER FINISH SCHEDULE 1" SHAFT LINER 10 2 HOUR FIRE RATED PARTITION - UL U497 VARIES 3 1/2" ACOUSTICAL INSULATION SEE TYPICAL UNIT PLANS FOR EXTENTS. WALL FINISH, PER FINISH SCHEDULE 2X6 WALL FRAMING, PER STRUCTURAL 3B 1/2" PLYWOOD SHEATHING, PER STRUCTURAL 1 HR FIRE RATED LOAD BEARING SHEAR PARTITION- UL U344 (WOOD STUD) 5/8" GYPSUM WALL BOARD, TYP. WALL FINISH, PER FINISH SCHEDULE 1/2" RESILIENT CHANNEL 2X6 WALL FRAMING, PER STRUCTURAL 3C 1/2" PLYWOOD SHEATHING, PER STRUCTURAL 1 HR FIRE RATED LOAD BEARING SHEAR PARTITION- UL U344 (WOOD STUD) 5/8" GYPSUM WALL BOARD, TYP. WALL FINISH, PER FINISH SCHEDULE 7/8" RESILIENT CHANNEL AND RISC-1 CLIP ACOUSTIC ASSEMBLY 3 1/2" ACOUSTICAL INSULATION 3 1/2" ACOUSTICAL INSULATION 3 1/2" ACOUSTICAL INSULATION 2X6 WALL FRAMING, PER STRUCTURAL 1B 2 HR FIRE RATED LOAD BEARING PARTITION - SIM UL U301 5/8" GYPSUM WALL BOARD - 2 LAYERS EACH SIDE 1/2" PLYWOOD SHEATHING, PER STRUCTURAL NOTE: WALL TYPE I-1A NOT USED NOTE: WALL TYPE I-2A NOT USED 3 1/2" ACOUSTICAL INSULATION 1/2" RESILIENT CHANNEL 3 1/2" ACOUSTICAL INSULATION 2X6 WALL FRAMING, PER STRUCTURAL 1C 2 HR FIRE RATED LOAD BEARING PARTITION - SIM UL U301 5/8" GYPSUM WALL BOARD - 2 LAYERS EACH SIDE 1/2" PLYWOOD SHEATHING, PER STRUCTURAL 3 1/2" ACOUSTICAL INSULATION RESILIENT CHANNEL AND SOUND ISOLATION CLIP 2B 2 HR FIRE RATED LOAD BEARING WALL - SIM UL U301 5/8" GYPSUM WALL BOARD - 2 LAYERS EACH SIDE 2X6 WALL FRAMING, PER STRUCTURAL 3 1/2" ACOUSTICAL INSULATION 1/2" RESILIENT CHANNEL 5/8" GYPSUM WALL BOARD - 2 LAYERS EACH SIDE 2X6 WALL FRAMING, PER STRUCTURAL 3 1/2" ACOUSTICAL INSULATION 3 1/2" ACOUSTICAL INSULATION 2X6 WALL FRAMING PER STRUCTURAL 6 INTERIOR SHEAR PARTITION 5/8" GYPSUM WALL BOARD, TYP. FINISH, PER FINISH SCHEDULE 3 1/2" ACOUSTICAL INSULATION 1/2" PLYWOOD SHEATHING, PER STRUCTURAL 2X6 WALL FRAMING, PER STRUCTURAL 7 30 MIN RATED BEARING PARTITION - SIM TO UL U319 7A DESIGNATES CEMENTITIOUS BACKER PER WET AREAS 7D DESIGNATES 2X4 WALL FRAMING 5/8" GYPSUM WALL BOARD, TYP. FINISH, PER FINISH SCHEDULE 3 1/2" ACOUSTICAL INSULATION 2X6 WALL FRAMING PER STRUCTURAL 8 & 8A 30 MIN FIRE RATED LOAD BEARING PARTITION - SIM TO UL U319 8A DESIGNATES CEMENTITIOUS BACKER PER WET AREAS 5/8" GYPSUM WALL BOARD, TYP. FINISH, PER FINISH SCHEDULE 3 1/2" ACOUSTICAL INSULATION 1/2" PLYWOOD SHEATHING, PER STRUCTURAL 8" CMU MASONRY WALL, PER STRUCTURAL 9 2 HOUR FIRE RATED PARTITION - UL U937 4" CH STUD 2 1/2" ACOUSTICAL INSULATION 5/8" GYPSUM WALL BOARD - 2 LAYERS 11 INTERIOR FURRING PARTITION 11D DESIGNATES 2X4 WALL FRAMING 11E DESIGNATES 2X3 WALL FRAMING 2X6 WALL FRAMING 3 1/2" ACOUSTICAL INSULATION 5/8" GYPSUM WALL BOARD 11F DESIGNATES 2X6 WALL FRAMING FLOOR FRAMING VARIES, PER STRUCTURAL DRAWINGS. SEE A001 FOR FIRE RATED ASSEMBLY. 2 1/2" ACOUSTICAL INSULATION SUSPENDED ACOUSTICAL CEILING SYSTEM C-1 INTERIOR CEILING 5/8" GYPSUM WALL BOARD FINISH PER FINISH SCHEDULE SEE A120 FOR FINISH CEILING HEIGHTS FLOOR FRAMING VARIES, PER STRUCTURAL DRAWINGS. ACOUSTICAL CEILING TILE SEE A120 FOR FINISH CEILING HEIGHTS SUSPENDED ACOUSTICAL CEILING SYSTEM C-3 INTERIOR CEILING 2 1/2" ACOUSTICAL INSULATION FLOOR FRAMING VARIES, PER STRUCTURAL DRAWINGS. C-2 2 HOUR FIRE RATED CEILING - UL L538 BASE LAYER OF 5/8" GYPSUM WALL BOARD 1/2" RESILIENT CHANNEL DOUBLE FACE LAYER OF 5/8" GYPSUM WALL BOARD. SEE A120 FOR FINISH CEILING HEIGHTS REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1" = 1'-0"8/2/2016 5:11:33 PM8 - 3 - 2016 TA/MR PM/DD INTERIOR PARTITION & CEILING TYPES155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A002201420 TYPE 1 DOUBLE HUNG TYPE 2 CASEMENT OPENING DIRECTION VARIES TYPE 1A TWO DOUBLE HUNG, FACTORY MULLED TYPE 2A CASEMENT: OPENING DIRECTION VARIES IN FIBER CEMENT PANELS7'-10 1/4" T.O. ROLEVEL EL: #'-#" ** NOTE: REFER TO BUILDING ELEVATIONS FOR RATED WINDOW LOCATIONS.** TYPE 2B CASEMENT: OPENING DIRECTION VARIES TYPE 1C DOUBLE HUNG TYPE 1D TWO DOUBLE HUNG & TWO TRANSOM, FACTORY MULLED LEVEL EL: #'-#"IN FIBER CEMENT PANELS10'-7 1/4" T.O. ROTYPE 1B THREE DOUBLE HUNG, FACTORY MULLED IN BRICK WALL7'-11" T.O. ROLEVEL EL: #'-#" LEVELS 2-3 EL: VARIESIN FIBER CEMENT PANELS9'-2 1/4" T.O. ROLEVEL 1 EL: 0'-0" LEVEL 1 EL: 0'-0"IN FIBER CEMENT PANELS9'-2 1/4" T.O. ROLEVEL EL: #'-#" LEVEL 1 EL: 0'-0" LEVEL EL: #'-#" LEVELS 2-3 EL: VARIESIN FIBER CEMENT PANELS7'-10 1/4" T.O. RO*TYPE 2R FIXED TYPE 1E THREE DOUBLE HUNG & THREE TRANSOM, FACTORY MULLED 11'-3 3/4"7'-6 1/2"7'-2 1/2"R.O.11'-1 1/4"R.O. 26'-0 3/4"2"2'-0 1/4"2"5'-3"2"1'-5"1'-7"004 2"3'-6 1/2"2"3'-6 1/2"2"3'-6 1/2"2"2"3'-4 1/4" 2" 3'-4 1/4"2" PRECAST CONCRETE BASE 5 A501 R.O. 18'-4"R.O.11'-9 1/4"2"5'-3"2"1'-5"2"2'-0 1/4"1'-7"7'-7" 2'-10"12'-8"2'-10" 2"2'-6"2"2"2'-6"2" 2"SEE SCHED. 2" 10" 2" SEE SCHED.2" 003 002 OPAQUE PANEL PRECAST CONCRETE BASE R.O. 26'-0 3/4" 7'-2"7'-6 1/2"11'-4 1/4"2"5'-3"2"1'-5"2"6"2"2'-0 1/2"1'-7"SEE DOOR SCHEDULERO11'-7 1/4"2"3'-4"2"3'-4"2"2"3'-6 3/4"2"3'-6 3/4"2"3'-6 3/4"2" 001 PRECAST CONCRETE BASE R.O. 11'-4"R.O.11'-1 1/4"6"2"1'-5"2"5'-3"2"2'-0 1/4"2"1'-7"2"2" 3'-6 3/4" 2" 3'-6 1/2" 2" 3'-6 3/4" 2" PRECAST CONCRETE BASE R.O. 9'-10 1/2" 118 2 1/2" 1'-7 3/4" 2" SEE DOOR SCHED. 2" 1'-7 3/4" 1 1/2"2"1'-10"2"5'-3"2"1'-5"2"3'-2"2" R.O. 3'-4" 111R.O.7'-2"R.O. 10'-5"R.O.9'-2"2"1'-5"2"5'-3"2"1'-10"2"118.1 2" 2'-0 1/2" 2" SEE DOOR SCHED. 2" 1'-9 1/4" 5 1/4"9'-2"15'-2"2"1'-5"2"5'-3"2"1'-10"2"2" 2'-9 1/2" 2" 2'-10 1/2" 2" 2'-10 1/2" 2" 2'-10 1/2" 2" 2'-8 1/2" 2" FR FR FR FR FR FR FR FR FR FRFRFRFR **FR = FIRE RATED GLASS - 20 MIN** 111.1R.O.9'-2"3'-8 3/4"2"1'-11"2"5'-2"2"1'-5"2"2" 3'-0" 6 3/4" FR FR FR FR = FIRE RATED GLASS - 20 MIN 2"1'-5"2"5'-3"2"1'-11"2"1'-7"113 2"2'-2 1/4"2"SEE DOOR SCHED.2"2'-2 1/4"2" R.O. 10'-10 1/4"R.O. 11'-4"R.O.11'-1 1/4"2"1'-7"2"2'-0 1/4"2"5'-3"2"1'-5"2"6"2" 3'-6 3/4" 2" 3'-6 1/2" 2" 3'-6 3/4" 2"PRECAST CONCRETE BASE R.O. 9'-4 3/4"R.O.9'-2"2"1'-5"2"5'-3"2"1'-10"2"2" 1'-5 1/4" 2" SEE DOOR SCHED. 2" 1'-5 1/4" 2" 113.1 REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:11:38 PM8 - 3 - 2016 MR/KB DD/PM WINDOW & STOREFRONT ELEVATIONS, TYPES & SCHEDULES 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A003201420MARK HEIGHT WIDTH EXT. FINISH INT. FINISH COUNT COMMENTS 1 5' - 6" 3' - 0" MFR FINISH MFR FINISH 54 1A 5' - 6" 6' - 0"45 1B 5' - 6" 9' - 0" MFR FINISH MFR FINISH 7 1C 7' - 4" 3' - 0" MFR FINISH MFR FINISH 3 1D 7' - 4" 9' - 0" MFR FINISH MFR FINISH 2 1E 7' - 4" 9' - 0" MFR FINISH MFR FINISH 2 2 5' - 6" 3' - 0" MFR FINISH MFR FINISH 29 2A 5' - 6" 6' - 0" MFR FINISH MFR FINISH 18 2B 5' - 6" 9' - 0" MFR FINISH MFR FINISH 11 2R 5' - 6" 3' - 0" MFR FINISH MFR FINISH 1 **45 MIN RATED ** 3 5' - 6" 3' - 0" MFR FINISH MFR FINISH 5 **45 MIN RATED ** WINDOW TYPES & SCHEDULE SCALE: 1/4" = 1'-0"3 STOREFRONT 3 - EAST ELEVATION SCALE: 1/4" = 1'-0"2 STOREFRONT 2 - EAST ELEVATION SCALE: 1/4" = 1'-0"1 STOREFRONT 1 - EAST ELEVATION SCALE: 1/4" = 1'-0"4 STOREFRONT 4 - NORTH ELEVATION SCALE: 1/4" = 1'-0"10 STOREFRONT 10 - NORTH ENTRY SCALE: 1/4" = 1'-0"7 STOREFRONT 7 - SOUTH ENTRY SCALE: 1/4" = 1'-0"9 STOREFRONT 9 - NORTH ENTRY SCALE: 1/4" = 1'-0"11 INTERIOR STOREFRONT 1 SCALE: 1/4" = 1'-0"12 INTERIOR STOREFRONT 2 SCALE: 1/4" = 1'-0"6 STOREFRONT 6 - SOUTH ENTRY SCALE: 1/4" = 1'-0"5 STOREFRONT 5 - SOUTH ELEVATION SCALE: 1/4" = 1'-0"8 STOREFRONT 8 - SOUTH ENTRY DOOR TYPES TYPE 1 PER SCHEDULE PER SCHEDULEPER SCHEDULE PER SCHEDULE PER SCHEDULEPER SCHEDULEPER SCHEDULE TYPE 2 TYPE 3 TYPE 4 PER SCHEDULE TYPE 5 (BARN) TYPE 6 (BYPASS) PER SCHEDULE PER SCHEDULEPER SCHEDULE TYPE 7 PER SCHEDULEPER SCHEDULE TYPE 8 3'-0"TYPE 9 (GATE) 3'-0"PER SCHEDULEPER SCHEDULEPER SCHEDULE5"3'-10"2'-9"10" TEMPERED GLASS TEMPERED GLASS TEMPERED GLASS LEVEL EL: VARIES LEVEL EL: VARIES FRAME TYPES 1A 2A 4A HOLLOW METAL FRAME HOLLOW METAL FRAME WOOD FRAMEPER SCHEDULEPER SCHEDULE PER SCHEDULE PER SCHEDULEPER SCHEDULEPER SCHEDULE LEVEL EL: VARIES 5A WOOD FRAME (BYPASS DOORS)PER SCHEDULEPER SCHEDULE 3A TEMPERED GLASS SIDELITE PER SCHEUDLE 4"PER SCHEDULEA004 1 A004 1 A004 1 A004 1 A004 1 A004 1 A004 2 A004 2 HEAD/JAMB SECTIONS FRAME TYPE 4A2SCALE: 3" = 1'-0" FRAME TYPE 1A, 2A, AND 3A1SCALE: 3" = 1'-0" VARIES WOOD TRIM, TYPICAL. HOLLOW METAL FRAME 2"GENERAL NOTES: 1.SEE A001 AND A002 FOR WALL ASSEMBLIES AND PARTITION TYPES 2.SEE SPECIFICATIONS FOR ADDITIONAL DOOR & HARDWARE INFORMATION NOTE: ALL INTERIOR DOORS TO HAVE KNOCK-DOWN FRAME. ALL EXTERIOR DOORS TO HAVE WELDED FRAME.1/4"3 1/2"3/4" FRAME TYPE 5A3SCALE: 3" = 1'-0" PTD WOOD TRIM 1/4"3 1/2"3/4" 1/2" VARIES VARIES WOOD FRAME REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:11:39 PM8 - 3 - 2016 MR PM DOOR TYPES, ELEVATIONS & DETAILS155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A004201420 15 F G E 9 I 8 10 2 14 14 M T H L B A A C 7 U 4 J K 11 13 13 12 12 D 36 2 A300 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 1 A300 4 A301 3 A301 102'-1 1/2" 22'-2 3/4"8'-6 1/2"26'-10 1/4"60'-0"85'-5 1/2"3'-8 1/2"1'-3 1/2"2'-8 1/2"5'-2 1/4"1'-2"1'-10 1/2"1'-2 1/2"6'-0"18'-2 3/4" 10'-4 1/4" 11'-10 1/4" 10'-3 1/4" 11'-11 3/4" 106'-7 1/2"6'-4"21'-2"5'-0"19'-6"8'-0"1 A301 2 A301 3 A300 4 A300 21.1 22'-3" 18'-0 1/4" 22'-0 1/4" 22'-0" 22'-4" 7 3/4" 2' - 0" 0' - 0" T.O. WALL @ THRESHOLD T.O. CONC. STEM WALL T.O. CONC. STEM WALL60'-0"22'-0 1/4" 18'-0 1/4" 22'-0 1/4" 22'-0" 18'-0 3/4" 8'-6 3/4" 6'-0"12'-10"8'-8"5'-0"6'-8 3/4"19'-0 1/2"1'-9" 2' - 0" 0' - 0" 0' - 6" T.O. CONC. STEM WALL T.O. CONC. STEM WALL T.O. WALL @ THRESHOLD 9 0 .0 ° 9 0 .0 °90.0°9 0 .0 °0' - 0" T.O. WALL @ THRESHOLD T.O. CONC. STEM WALL T.O. CONC. STEM WALL 4'-3 1/2"22'-4"18'-2 3/4"18'-3 1/4"22'-4"T.O. CONC. STEM WALL 0' - 0" T.O. CONC. STEM WALL T.O. WALL @ THRESHOLD -0' - 6" T.O. WALL @ THRESHOLD T.O. CONC. STEM WALL TYP. @ STOREFRONT -0' - 6" -1' - 2 1/2" T.O. BRICK SHELF T.O. WALL @ THRESHOLD -0' - 6" T.O. BRICK SHELF T.O. WALL @ THRESHOLD 9 0 .0 ° -0' - 6" T.O. CONC. SHELF5 1/2"4 1/2"10"-4' - 0" T.O. FOOTING7 3/4"3'-10"-0' - 6" T.O. CONC. SHELF 7 7 .5 °9'-11 1/2"9 0 .0 °0' - 6" 0' - 0" T.O. CONC. SHELF T.O. WALL @ THRESHOLD 2'-2 1/2"3'-4"2'-2"0' - 6" T.O. CONC. STEM WALL -1' - 3" T.O. BRICK SHELF 4 1/2"5 1/2"6"1'-0"5'-0"2'-1 1/4"3'-0"1'-7 1/2"7'-0 1/2" -4' - 6" T.O. FOOTING -0' - 6" 2"3'-2 1/4" T.O. CONC. STEM WALL TYP. @ STOREFRONT -0' - 1 1/2"1'-6 3/4"11'-9"7'-7"1'-5 1/4"6'-4 1/4"2'-2 1/4"3'-5"11'-5 1/2"4'-6 1/2"2'-2 1/4"6'-4 1/4"1'-5"1'-1 1/2"5'-2 3/4"1'-1 1/2"11'-10 1/2"1'-6 3/4"3'-11 3/4"108.0°108.0°108.0°-0' - 1 1/2" T.O. CONC. STEM WALL TYP. @ STOREFRONT 3'-5 1/2"6 1/2" T.O. CONC. STEM WALL TYP. @ BRICK FACADE 3'-5 1/2"6 1/2"102.4°4 1/2"5 1/2"6"11'-8"13'-8 3/4" -4' - 6" T.O. FOOTING -4' - 0" T.O. FOOTING 4 1/2" 5 1/2"6" -0' - 6" T.O. WALL @ THRESHOLD 1'-2" 4 1/2" 5 1/2" 4"1'-0"1 0 2 .5 °5'-9 1/4"11'-6"105.5°164.6° 11'-6 1/4" -0' - 6" T.O. CONC. SHELF 0' - 6" -0' - 6" T.O. CONC. SHELF -1' - 0" T.O. CONC. SHELF -0' - 11 1/2" -1' - 2 1/2" -0' - 1 1/2" T.O. CONC. SHELF -0' - 6" 0' - 0" -1' - 3" T.O. BRICK SHELF T.O. CONC. STEM T.O. CONC. SHELF2'-0"3'-0"ELECTRICAL SERVICE ENTRY 1'-4"4"1'-2 1/2"-1' - 0" 0' - 6" 6 1/2" 6'-11 1/2" 8" 1'-0" 8" 1'-0"1'-4"-0' - 1 1/2"1'-4"10'-0"8'-9 1/2"9 3/4"8'-3"-1' - 3" T.O. CONCRETE 5 A501 44'-5 1/4" 7'-8 1/2" PROJECT NORTH TRUE NORTH PROJECT NORTH TRUE NORTH 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW EXISTING AND PROPOSED DIMENSIONS AND ALIGNMENTS AND CONFIRM LOCATIONS AND ALIGNMENTS SHOWN CAN BE ACHIEVED. DISCREPANCIES BETWEEN PROPOSED ALIGNMENTS AND LOCATIONS AND EXISTING CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF THE WORK. 2.AS-BUILT DIMENSIONS AND EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION OF CASEWORK, FIXTURES, FURNISHINGS AND EQUIPMENT TO CONFIRM FIT AND LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT. DISCREPANCIES MUST BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO ORDERING OR FABRICATING. 3.GRID AND GRID DIMENSIONS ARE TO FACE OF FOUNDATION, EXTERIOR FACE OF FRAMING OR AS NOTED. 4.EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED. 5.INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL BOARD FINISH, FINISH EDGE, FINISH OPENING, CENTERLINE OF OPENING AND CENTERLINE OF FIXTURES OR AS NOTED. 6.PROVIDE ROUGH OPENINGS PER WINDOW AND DOOR MANUFACTURER RECOMMENDATIONS UNLESS NOTED OR DETAILED OTHERWISE. 7.SEE ROOF PLAN FOR ROOF INFORMATION. 8.SEE SPECIFICATIONS FOR DOOR SCHEDULE & DOOR INFORMATION. 9.SEE SPECIFICATIONS FOR FINISH SCHEDULE & FINISH INFORMATION. 10.SEE SHEET SPECIFICATION FOR WINDOW SCHEDULE. 11.PER MA 521 CMR, 5% OF UNITS (FOUR TOTAL - TWO STUDIO & TWO ONE BEDROOM) ARE GROUP 2B COMPLIANT. ALL OTHER UNITS CAN BE MODIFIED TO MEET GROUP 2B REQUIREMENTS. GENERAL FLOOR PLAN NOTES REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:11:40 PM8 - 3 - 2016 TA/PM PM/DD ARCHITECTURAL FOUNDATION PLAN155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A100201420SCALE: 1/8" = 1'-0"1 LEVEL 0 - FOUNDATION DN UP FUP UP UP FFFFF F15 F G A201 2 E A202 4 9 I 8 10 2 14 14 M T H L B A202 1 A A C 7 A202 2 6'-0"21'-6"5'-0"25'-9 1/4"1'-9" 60'-0"4'-3 1/2"22'-4"18'-2 3/4"18'-3 1/4"22'-4"5'-0"22'-6"5'-0"32'-6"A201 4 A200 1 U A202 3 A201 3 A200 3 A200 2 A200 5 A202 5 A200 4 85'-5 1/2"1'-9" LOBBY 100 MEN'S REST. RM 119 WOMEN'S REST. RM 117 SOUTH ENTRY 113 SERVICE HALL 005 LAUNDRY 114 CONFERENCE 111C OFFICE 111A KITCHEN 111D NORTH ENTRY 118 RETAIL 001 JANITOR 112 STAIR 2 2-1 STAIR 3 3-1 UNASSIGNED 125 4 RETAIL 002 RETAIL 003 RETAIL 004 J K PROJECT NORTH TRUE NORTH A201 1 A400 1 Sim8'-6 1/2"26'-10"MAINTENANCE 122 D/D W/W HAP - RECEPTION 111 FLEX 116 ELECTRICAL 123 LOADING 124 11 13 13 12 12 D 3 OPEN OFFICE 111B A602 1 A603 1 111C 111B 111A 115 005.1 118.1 116 114112 124 125 3-1E 004.1 003.1 117 119 123.1 MECHANICAL 115 A405 3 2 A405 4 A405 5 A405 6 A405 9 1 7 8 EMERGENCY GENERATOR. PROJECT NORTH TRUE NORTH 123 A360 1 Sim LINE OF CANOPY ABOVE SEE SHEET A401 FOR LOBBY ELEVATIONS. 111 001.1 FACE OF FRAMINGFACE OF FRAMINGFRAMINGCLFACE OF FRAMINGFACE OF FRAMING FACE OF FRAMING FACE OFFRAMING FACE OFFRAMING FACE OFFRAMING FRAMINGCLFACE OF FRAMING FRAMING FACE OF FRAMING FACE OF FRAMING CL CL CLFACE OF FRAMINGFRAMINGCL60'-9 3/4" FINISH TO FINISH FRAMINGCLFACE OF FRAMING FINISH TO FINISH 22'-3"8'-6 1/2"FINISH TO FINISH26'-10 1/4"FINISH TO FINISH87'-3 11/16"18'-2 3/4" 10'-4 5/16" 22'-1 5/16" 11'-11 5/8" 62'-8" FINISH TO FINISH 55'-11 13/16" BUILDING ELECTRICAL SERVICE EQUIPMENT. SEE CIVIL & ELECTRICAL DRAWINGS. 2-1E HOISTWAY 4-1 6 2 A300 15 15 N S R Q P 18 18 17 17 16 16 ENTRY 108 LIVING 106A LIVING 104A LIVING 105A LIVING 107A LIVING 109A STAIR 1 1-1 KITCHEN 110C BATHROOM 110D BEDROOM 110B BATHROOM 108D KITCHEN 108C BATHROOM 106D KITCHEN 106C BEDROOM 106B KITCHEN 104C BATHROOM 104D BATHROOM 103D BATHROOM 105D KITCHEN 103C KITCHEN 105C BEDROOM 105B BEDROOM 103B BATHROOM 107D BATHROOM 109D KITCHEN 107C KITCHEN 109C BEDROOM 109B BEDROOM 104B BEDROOM 108B BEDROOM 107B A601 1 103B 19 19 20 LIVING 110A ENTRY 104 ENTRY 103 ENTRY 105 ENTRY 107 ENTRY 109 CARPET TILES O 105B.1 103B.1 104 104B.1 106B.1 106 104B 104.1 104D 110B.1 110B 103 105B 103.1 103D 105D 105 107 107.1 107B 107D 105.1 106D 106.1 106B 108.1 108B 108 109D 109 109.1 109B.1 109B 110D 110 110.1FACE OF FRAMINGFACE OFFRAMING FACE OFFRAMING FACE OFFRAMING FACE OFFRAMING FACE OFFRAMING FACE OFFRAMING 108DRD/ORD LEADER. SEE PLUMBING DRAWINGS. LIVING 103A 21 22 FACE OF FRAMINGFACE OF FRAMING101B.1 101B BEDROOM 101B LIVING 101A BATHROOM 101D KITCHEN 101C ENTRY 101 BATHROOM 102D LIVING 102A KITCHEN 102C BEDROOM 102B ENTRY 102 101 101D 101.1 ENTRY 110 7'-3 1/2"7'-3"001 1-1 19'-6"5'-0"21'-2"6'-4"8'-0"22'-3" 18'-0 1/4" 22'-0 1/4" 22'-0" 22'-4" 7 3/4" FINISH TO FINSH 107'-0" 8"9'-5 1/4"5 1/4"22'-3" 18'-0 1/4" 22'-0 1/4" 22'-0" 18'-0 3/4" 8'-6 3/4" 110'-11"FACE OF FRAMING3'-3"60'-0"A410 1 Sim 1 A300 4 A301 3 A301 ENTRY 106 LIVING 108AFRAMINGCL 1 A301 2 A301 3 A300 4 A300 A620 1 FRAMINGCLFACE OF FRAMINGTYPICAL 1'-0" FACE OF BRICK ABOVE. FRAMING FRAMINGFRAMINGCLFRAMINGCLFRAMINGCL FRAMINGCLFRAMINGCLFRAMINGCLFRAMINGCLFACE OF FRAMINGFACE OF FRAMINGFACE OF FRAMINGFACE OF FRAMING17'-4 1/4"2'-9".1'-3 5/8"8'-2 3/4"TEL/DATA 120 122 102 A323 5 A323 7 002 003 004 A323 2 A323 8 A324 2 A332 2 A332 1 A332 4 A332 3 A332 5 A323 6 1-1E 124.1 102D 102.1 102B HALL 100A 113 113.1 100 21.1 005 A324 3 118 3'-8 1/2" 3'-8" A372 2 2'-8"6'-7 1/2" LIFE SAFETY 116A 111D 6'-0" 120 ELECTRICAL 111E ALL GENDER REST. RM 121 1211'-6"C.1 CL CL GAS METER LOCATION SEE A202 ROOF DRAIN OVERFLOW LOCATION SEE A202 EYEWASH STATION1'-6"111E 116A F 116A A501 4 SIM 002.1 FRAMINGCL111.1 FRAMINGCLFRAMING CL 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW EXISTING AND PROPOSED DIMENSIONS AND ALIGNMENTS AND CONFIRM LOCATIONS AND ALIGNMENTS SHOWN CAN BE ACHIEVED. DISCREPANCIES BETWEEN PROPOSED ALIGNMENTS AND LOCATIONS AND EXISTING CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF THE WORK. 2.AS-BUILT DIMENSIONS AND EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION OF CASEWORK, FIXTURES, FURNISHINGS AND EQUIPMENT TO CONFIRM FIT AND LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT. DISCREPANCIES MUST BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO ORDERING OR FABRICATING. 3.GRID AND GRID DIMENSIONS ARE TO FACE OF FOUNDATION, EXTERIOR FACE OF FRAMING OR AS NOTED. 4.EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED. 5.INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL BOARD FINISH, FINISH EDGE, FINISH OPENING, CENTERLINE OF OPENING AND CENTERLINE OF FIXTURES OR AS NOTED. 6.PROVIDE ROUGH OPENINGS PER WINDOW AND DOOR MANUFACTURER RECOMMENDATIONS UNLESS NOTED OR DETAILED OTHERWISE. 7.SEE ROOF PLAN FOR ROOF INFORMATION. 8.SEE SPECIFICATIONS FOR DOOR SCHEDULE & DOOR INFORMATION. 9.SEE SPECIFICATIONS FOR FINISH SCHEDULE & FINISH INFORMATION. 10.SEE SHEET SPECIFICATION FOR WINDOW SCHEDULE. 11.PER MA 521 CMR, 5% OF UNITS (FOUR TOTAL - TWO STUDIO & TWO ONE BEDROOM) ARE GROUP 2B COMPLIANT. ALL OTHER UNITS CAN BE MODIFIED TO MEET GROUP 2B REQUIREMENTS. GENERAL FLOOR PLAN NOTES REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:11:43 PM8 - 3 - 2016 TA/PM/MR/KB PM/DD FLOOR PLAN - LEVEL 1 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A101201420SCALE: 1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN AB C UP DN UP DN UP DN 15 F G A201 2 E A202 4 9 I 8 10 14 14 M T H L B A202 1 A A C 7 A202 2 A201 4 A200 1 U A202 3 A201 3 A200 3 A200 2 A200 5 A202 5 A200 4 LIVING 220A LIVING 218A LIVING 216A LIVING 214A LIVING 215A LIVING 211ALAUNDRY 221 LIVING 212A LIVING 219A HALL 200C 85'-5 1/2"BATHROOM 212D BEDROOM 212B BEDROOM 215B BATHROOM 211D KITCHEN 211C BATHROOM 213D BATHROOM 215D BATHROOM 214D BATHROOM 216D BEDROOM 214B BATHROOM 218D BATHROOM 220D BEDROOM 220B BATHROOM 219D STAIR 2 2-2 STAIR 3 3-2 KITCHEN 219C KITCHEN 220C KITCHEN 218C KITCHEN 216C KITCHEN 214C 4 18'-2 3/4" 22'-2 1/2" 22'-2 3/4"4'-3 1/2"4'-3"18'-1"18'-2 13/16"18'-3 5/16"22'-3 7/8"6'-0"21'-6"5'-0"27'-6" 60'-0"5'-0"22'-6"5'-0"32'-6"J A201 1 CARPET TILES ELECTRICAL 227 A430 1 A420 1 12 12 LIVING 217A D BEDROOM 218B BEDROOM 216B KITCHEN 215C BEDROOM 219B 219219.1 219B 219D 220D 220 220B.1 220B 218 218.1 218D 218B 216.1 216D 216B.1 225 223 214 214D 214B.1 214B 214.1 220.1 3-2 215D 215.1 215B 212.1 222 ENTRY 214 ENTRY 216 ENTRY 218 ENTRY 220ENTRY 219 ENTRY 212 ENTRY 211 A407 7 A407 8 A407 9 A40710 A407 11A40712 13 A40714 A408 5 A408 6 A408 1 A408 3 4 2 PROJECT NORTH TRUE NORTH CPT TILES CL 1'-3 5/8" 16'-9 7/8" 1'-3 5/8" FINISH TO FINISH 44'-0 1/4"PARTITIONCLFACE OF FRAMINGPARTITIONCLFACE OF FRAMINGPARTITIONCLFACE OF FRAMING FACE OF FRAMING FACE OF FRAMING FACE OFFRAMING FACE OFFRAMING35'-4 1/2"8'-6 1/2"26'-10"FACE OF FRAMING PARTITION PARTITION PARTITION FACE OF FRAMING FACE OF FRAMING CL CL CLFACE OF FRAMINGFACE OF FRAMINGFACE OF FRAMINGSTRUCTUREFACE OF FRAMINGFACE OF FRAMINGCLFACE OF FRAMING FACE OFFRAMING FACE OF FRAMING FACE OFFRAMINGEMR 223 TEL/DATA 225 227 11'-4"6'-8 3/4"2'-6 1/4"3'-0 3/4" 5'-3 1/4"3 1/4"2 3/4"DWW/WD/D6 2 A300 6'-0"1'-2 1/2"15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 LIVING 207A LIVING 205A LIVING 203A LIVING 204A LIVING 206A LIVING 208A STAIR 1 1-2 BEDROOM 210B KITCHEN 210C BATHROOM 210D BATHROOM 208D KITCHEN 208C BEDROOM 206B KITCHEN 206C BATHROOM 206D BATHROOM 204D BATHROOM 203D KITCHEN 203C BEDROOM 203B BEDROOM 205B KITCHEN 205C BATHROOM 205D BATHROOM 207D BEDROOM 209B CARPET TILES BEDROOM 204B KITCHEN 209C BEDROOM 208B BEDROOM 207B ENTRY 210 ENTRY 206 ENTRY 204 ENTRY 203 ENTRY 205 ENTRY 207 KITCHEN 207C ENTRY 209 BATHROOM 209D 1-2 HALL 200A FACE OF FRAMING FACE OF FRAMING FACE OFFRAMING PARTITIONCLKITCHEN 204C RD LEADER, SEE PLUMBING DRAWINGS.FACE OFFRAMINGPARTITIONPARTITIONCLCLPARTITIONCLFACE OF FRAMINGFACE OF FRAMINGFACE OF FRAMINGFACE OF FRAMING FACE OF FRAMING FACE OF FRAMINGPARTITIONCLFACE OF FRAMINGFACE OF FRAMINGFACE OFFRAMINGA407 2 3 1 A407 4 BATHROOM 202D ENTRY 202 LIVING 202A KITCHEN 202C BEDROOM 202B LIVING 201A BEDROOM 201B KITCHEN 201C BATHROOM 201D ENTRY 201 LIVING 209A LIVING 210A A4089 7 8 1 A300 4 A301 3 A301 ENTRY 208 JANITOR 222 210B 210B.1 210 210D 210.1 208 208.1 208B 208D 206B.1 206D 206 206.1 204.1 204B 206B 204D 202.1 202 202D 202B 201201D 201B.1 201B 203.1 201.1 203 203D 203B 203B.1 205D 205 205B.1 205B 207B 207.1 207D 207 209209D 209.1 221 KITCHEN 212C 1 A301 2 A301 204 3 A300 4 A300 FACE OFFRAMING A602 2 A620 2 A601 2 205.1 A603 2 216 212 212D 212B 212B.1 209B 2-2 22'-3" 18'-0 1/4" 22'-0 1/4" 22'-0" 22'-4" 8" 7 3/4" FINISH TO FINISH 106'-0 1/2" 1'-3 3/4" 10'-10 3/4" FINISH TO FINISH 37'-6 1/2"5'-0"21'-2"6'-4"8'-0"19'-6"27'-0 1/2" FINISH TO FINISH22'-3" 18'-0 1/4" 22'-0 1/4" 22'-0" 18'-0 3/4" 8'-6 3/4" 8'-6 3/4" FINISH TO FINISH 102'-0 3/4" 21.1 A323 11 A324 1 A332 6 BEDROOM 211B 211B.1 211B A370 1 A370 2 211D 211 211.1 LIVING 213A KITCHEN 213C BEDROOM 213B ENTRY 213 213 213.1 213D 213B.1 213B BEDROOM 217B KITCHEN 217C BATHROOM 217D ENTRY 217 217B 217.1 217D 217 204B.1 209B.1 3/8"5 1/2"0"5 1/2"9.1 C.1 A501 4 A501 4 SIM LOBBY 200 A324 627'-2 1/2"6'-2"FACE OF FRAMING STRUCTURE CL 1'-0"1'-0"1'-3 5/8"1'-0"1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW EXISTING AND PROPOSED DIMENSIONS AND ALIGNMENTS AND CONFIRM LOCATIONS AND ALIGNMENTS SHOWN CAN BE ACHIEVED. DISCREPANCIES BETWEEN PROPOSED ALIGNMENTS AND LOCATIONS AND EXISTING CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF THE WORK. 2.AS-BUILT DIMENSIONS AND EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION OF CASEWORK, FIXTURES, FURNISHINGS AND EQUIPMENT TO CONFIRM FIT AND LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT. DISCREPANCIES MUST BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO ORDERING OR FABRICATING. 3.GRID AND GRID DIMENSIONS ARE TO FACE OF FOUNDATION, EXTERIOR FACE OF FRAMING OR AS NOTED. 4.EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED. 5.INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL BOARD FINISH, FINISH EDGE, FINISH OPENING, CENTERLINE OF OPENING AND CENTERLINE OF FIXTURES OR AS NOTED. 6.PROVIDE ROUGH OPENINGS PER WINDOW AND DOOR MANUFACTURER RECOMMENDATIONS UNLESS NOTED OR DETAILED OTHERWISE. 7.SEE ROOF PLAN FOR ROOF INFORMATION. 8.SEE SPECIFICATIONS FOR DOOR SCHEDULE & DOOR INFORMATION. 9.SEE SPECIFICATIONS FOR FINISH SCHEDULE & FINISH INFORMATION. 10.SEE SHEET SPECIFICATION FOR WINDOW SCHEDULE. 11.PER MA 521 CMR, 5% OF UNITS (FOUR TOTAL - TWO STUDIO & TWO ONE BEDROOM) ARE GROUP 2B COMPLIANT. ALL OTHER UNITS CAN BE MODIFIED TO MEET GROUP 2B REQUIREMENTS. GENERAL FLOOR PLAN NOTES REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:11:47 PM8 - 3 - 2016 TA PM/DD FLOOR PLAN - LEVELS 2-4 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A102201420SCALE: 1/8" = 1'-0"1 LEVELS 2-4 PLAN 1 15 F G A201 2 E A202 4 9 I 8 10 2 2 14 14 M T H L B A202 1 A A C 7 A201 4 A200 1 U A202 3 A201 3 A200 3 A200 2 A200 5 A202 5 A200 4 4 J K A201 1 11 13 13 12 12 D 36 2 A300 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 1 A300 4 A301 3 A301 ELEVATOR HEADHOUSE 1 A301 2 A301 3 A300 4 A300 H.P. H.P. 21.1 4 A373 PREFINISHED ALUMINUM COPING & EXPANSION JOINT 10'-0" OC, TYP. 1 A373 3 A373 ACHP-1 RTU-1 EF-1 ERV-3 2 A373 RD/ORD H.P. RD/ ORD RD/ORD RD/ORD 9.1 PREFABRICATED ROOF CURBS & REFRIGERANT PIPING ENTRY POINT, TYP.61'-0"2'-3 1/4" 105'-10 1/4"7'-1"54'-1 1/4" 2'-1 1/4"6'-2 1/8"2'-1 1/4" 16'-0 1/4"19'-2 15/16"38'-9 3/4"85'-8 3/4"62'-9 3/4"35'-6 3/4"7'-5 1/4"5'-3 1/2"22'-5 1/4"5'-9 1/2"110'-6 3/4" ALIGN CENTER LINE OF TRACK POST TO GRIDLINE PTD STL CONDENSER RACK, SEE A104 FOR ADDITIONAL ROOFTOP EQUIPMENT FLEXIBLE WALKWAY ROOF HATCH CANOPY BELOW CRICKET, TYP. CRICKET, TYP. PRE-FINISHED ALUMINUM CORNICE CANOPY BELOW ROOFTOP UNITS PER MECHANICAL SLOPE TO DRAIN 1/4" PER 1'-0", TYP. SLOPE TO DRAIN 1/4" PER 1'-0", TYP. ROOF DRAIN/OVERFLOW ROOF DRAIN & SUMP PER PLUMBING, TYP. OF 5 LOCATIONS ROOF VENT PER PLUMBING VENT PER PLUMBING ROOF VENT PER PLUMBING CRICKET, TYP. ROOF CURB 42" GUARDRAIL CL7'-9"4'-10 7/8"CL5 A373 1 A374 29'-3 3/4"H.P.H.P.H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P.H.P. H.P. H.P.H.P.H.P.H.P.H.P.H.P. 48' - 4 3/4" 47' - 9" 50' - 0 1/2" 47' - 9" 47' - 9" 47' - 9"50' - 4 1/2" 48' - 0" 49' - 10 3/4" 47' - 9" 47' - 9" 48' - 4 3/4" 47' - 9" 47' - 9" 48' - 4 3/4" 47' - 9" 48' - 4 3/4" 47' - 9"50' - 8" 50' - 8" 50' - 8" PROJECT NORTH TRUE NORTH H.P. H.P. TYP. 10'-0" REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/8" = 1'-0"8/2/2016 5:11:54 PM8 - 3 - 2016 TA PM/DD ROOF PLAN 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A103201420SCALE: 1/8" = 1'-0"1 ROOF PLAN 1 15 F G E 9 I 8 10 2 2 14 14 M T H L B A C 7 U 4 J K 11 13 13 12 12 D 3 3 A612 6 2 A300 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 1 A300 4 A301 3 A301 1 A301 2 A301 3 A300 4 A300 21.1 4 A373 1 A373 3 A373 ELEVATOR HEADHOUSE HVAC UNIT AREA EXPANSION JOINT, TYPICAL. REFER TO MANUFACTURER RECOMMENDATIONS TYP. 10'-0" ACHP-1 RTU-1 EF-1 ERV-3 2 A373 9.1 PHOTOVOLTAIC SYSTEM SEE PV100 ROOFTOP CONDENSING UNITS FIXED TO GALV. STL GRATE & RACK, TYP. FLEXIBLE WALKWAY PAD, TYPICAL RD/ORD BELOW, SEE A103 ROOF CURB& EXHAUST FAN PER MECHANICAL ROOF VENT PER PLUMBING ROOF VENT PER PLUMBING ROOF VENT PER PLUMBING 42" GUARDRAIL PHOTOVOLTAIC SYSTEM EQUIPMENT SEE PV100 5 A373 TYP.3'-0"8'-0" 1 A374 TIE OFF SYSTEM3'-0"3'-0"3'-0"TYP. 3'-0"3'-0"2'-3 3/4"3'-0"3'-0"3'-0"3'-0"3'-0" R 18' - 0" R 18' - 0" R 10' - 0" 47' - 9" 52' - 2" 50' - 8" 48' - 4 3/4"48' - 4 3/4" 48' - 4 3/4" 48' - 4 3/4" 50' - 8" 47' - 9"47' - 9" 47' - 9" 47' - 9" 47' - 9" 47' - 9" 47' - 9"H.P.H.P.H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P.H.P. H.P. H.P.H.P.H.P.H.P.H.P.H.P. 50' - 0 1/2" 48' - 0" 50' - 4 1/2" 49' - 10 3/4" H.P. H.P. RD/ORD REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/8" = 1'-0"8/2/2016 5:12:02 PM8 - 3 - 2016 PM DD/MW ROOF EQUIPMENT PLAN 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A104201420SCALE: 1/8" = 1'-0"1 ROOF EQUIPMENT PLAN DN UP UP UP 15 F G E 9 I 8 10 2 14 14 M T H L B A A C 7 U 4 J K 11 13 13 12 12 D 36 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 PROJECT NORTH TRUE NORTH A400 1 Sim PROJECT NORTH TRUE NORTH5'-1"A360 1 Sim STRUCTURECLFACE OF FRAMINGFACE OF FRAMINGFACE OFFRAMING FACE OFFRAMING FACE OFFRAMING FACE OFFRAMING FACE OFFRAMING FACE OFFRAMING FACE OF FRAMINGA410 1 Sim 2 5 1 7 10 3 8 5 5 7 6 6 9 3B 1 8 3B 1 8 8A 8A 8 5A 8 8A 3 3C 8A 8 1 2 5 55 2 6 8 8A 8 3B 1C 3B 3B 3C 3C 3C 8 5 7 8D 5D 10 9'-0" 11'-6"2'-2"2'-6 1/4"4'-7"11'-5 1/2"18'-7"80'-1 1/4"2'-7 3/4" 7'-4 3/4"10'-4 3/4"5'-3 1/2"7 4. 5 °152.5°19'-2"11'-1 1/2" 4'-0"2'-0 3/4"4 3/4"4'-9 1/4"4'-4 3/4" 6'-8 3/4" 1'-10 1/2" 2'-7 1/4" 1'-6 1/2" 2'-7 1/2" 11'-2 1/4"7'-0"2'-6 1/2"15'-8 1/4"2'-1 1/4"3'-3 1/2"2'-5"22'-9 1/4"13'-3"30'-0 1/4" 11'-3 1/4" 1'-8 1/4" 13'-7 3/4" 12'-11 1/2" 8A 4'-9 3/4"6'-9 3/4"1'-0"1'-0"5'-0 1/2" 5'-0 1/4" 7'-7 3/4" 5'-0 1/2" 5'-1 3/4"1'-0"9'-9 1/2" 7'-6 1/4" 2'-0" 2'-7 3/4" 11'-10 1/4"1'-0"16'-9 1/2"9'-7"6'-3 1/2"4'-1 1/2"5'-3 1/4"2'-3 1/2"16'-7"39'-9"4'-7"11 1/4"1'-7 1/4"8'-0 3/4"1'-4 1/2"6'-11"8'-8 1/2"20'-0 1/2"8 20'-3"5'-5 1/4"11 1/2" 7 0.0 °110.0°160.0°4 0 .0 ° 6'-0"12'-10"8'-8"5'-0"6'-8 3/4"19'-0 1/2"1'-9" 60'-0"4'-3 1/2"22'-4"18'-2 3/4"18'-3 1/4"22'-4"85'-5 1/2"8'-6 1/2"26'-10 1/4"35'-4 3/4"22'-3" 18'-0 1/4" 22'-0 1/4" 22'-0" 18'-0 3/4" 8'-6 3/4" 110'-11" 106'-7 1/2" 22'-3" 18'-0 1/4" 22'-0 1/4" 22'-0" 22'-4" 74'-0" 18'-2 3/4" 10'-4 1/4" 11'-10 1/4" 10'-3 1/4" 11'-11 3/4"32'-6"5'-0"1'-11 1/2"12'-7 3/4"7'-11"5'-0"60'-0"8'-0"5'-0"21'-2"6'-4"19'-6"3'-3"9'-1 3/4" 5'-6 3/4" 5'-5 3/4" 5'-5 3/4" 5'-7 3/4" 5'-5 3/4" 9'-0 1/2" 5'-10 3/4" 3'-8 1/4"10'-10 3/4"10'-2 1/4"7'-11 1/4"3'-7"1'-6 1/4"4'-7 1/4"5'-8 3/4" 5'-7" 5'-7 1/2" 5'-5 3/4" 5'-5 3/4" 4'-1 1/4" 9'-0 1/4" 5'-5 3/4" 5'-9 1/2" 5'-8 1/4" 6'-3" 6'-2 1/4" 4'-8 3/4" 4'-11"10'-4 1/2"5'-2 1/4"2'-6"2'-6 3/4"2'-7"8 6 21.1 1 9'-0"30'-10 1/2"22'-0"2'-1"2'-1 1/2"CL CL CL 5'-2"CL CLFRAMINGCLFRAMINGCLFRAMINGCLFRAMINGCL51'-6"RESILIENT CHANNEL @ EXTERIOR WALL TO MATCH WALL TYPE 1B 1B 1B 25'-6 3/8"7'-5"26'-1"3B 3B 3B 3B 3B 3B RESILIENT CHANNEL @ EXTERIOR WALL TO MATCH WALL TYPE 3B 3B 3B26'-1"7'-5"25'-5 3/4"4 5 8 2 7'-0"7'-2"10'-6"2'-2"PROVIDE CAVITY INSULATION AND INTERIOR VAPOR BARRIER PER EXTERIOR WALL TYPE E-2 . SEE A001 E-2 7 PROVIDE CAVITY INSULATION AND INTERIOR VAPOR BARRIER PER EXTERIOR WALL TYPE E-2 . SEE A001 5 ADDITIONAL LAYER OF GWB TO MATCH WALL TYPE 2 2 9.1 C.1 1111D 4 8 11D 11D 11 5 11D 2 11E 5 11D 5D 5D 11F 11D 5 5D 5 5 5 5D 5D 5 5D 5D PARTITIONCLFACE OF FRAMINGFRAMINGCLFACE OF FRAMINGPARTITIONCLFACE OFFRAMINGFACE OF FRAMINGPARTITIONCLFACE OF FRAMINGFACE OF FRAMINGFRAMINGCLFRAMINGCLFACE OF FRAMINGFRAMINGCLFACE OF FRAMING FACE OF FRAMING FACE OFFRAMING FACE OFFRAMING FACE OFFRAMING FACE OF FRAMING FRAMING FACE OF FRAMING FACE OF FRAMING CL CL CLFACE OF FRAMINGFRAMINGCLFRAMING FRAMINGFRAMINGCLFACE OF FRAMINGFACE OF FRAMINGFACE OF FRAMINGFACE OF FRAMINGFRAMINGCLFRAMING CL6'-10"77.5°1 0 2 .5 ° 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW EXISTING AND PROPOSED DIMENSIONS AND ALIGNMENTS AND CONFIRM LOCATIONS AND ALIGNMENTS SHOWN CAN BE ACHIEVED. DISCREPANCIES BETWEEN PROPOSED ALIGNMENTS AND LOCATIONS AND EXISTING CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF THE WORK. 2.AS-BUILT DIMENSIONS AND EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION OF CASEWORK, FIXTURES, FURNISHINGS AND EQUIPMENT TO CONFIRM FIT AND LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT. DISCREPANCIES MUST BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO ORDERING OR FABRICATING. 3.GRID AND GRID DIMENSIONS ARE TO FACE OF FOUNDATION, EXTERIOR FACE OF FRAMING OR AS NOTED. 4.EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED. 5.INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL BOARD FINISH, FINISH EDGE, FINISH OPENING, CENTERLINE OF OPENING AND CENTERLINE OF FIXTURES OR AS NOTED. 6.PROVIDE ROUGH OPENINGS PER WINDOW AND DOOR MANUFACTURER RECOMMENDATIONS UNLESS NOTED OR DETAILED OTHERWISE. 7.SEE ROOF PLAN FOR ROOF INFORMATION. 8.SEE SPECIFICATIONS FOR DOOR SCHEDULE & DOOR INFORMATION. 9.SEE SPECIFICATIONS FOR FINISH SCHEDULE & FINISH INFORMATION. 10.SEE SHEET SPECIFICATION FOR WINDOW SCHEDULE. 11.PER MA 521 CMR, 5% OF UNITS (FOUR TOTAL - TWO STUDIO & TWO ONE BEDROOM) ARE GROUP 2B COMPLIANT. ALL OTHER UNITS CAN BE MODIFIED TO MEET GROUP 2B REQUIREMENTS. GENERAL FLOOR PLAN NOTES REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:12:04 PM8 - 3 - 2016 TA/MR/KB/PM DD/PM PARTITION PLAN - LEVEL 1 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A110201420 UP UP UP 15 F G E 9 I 8 10 14 14 M T H L B A A C 7 U 4 J 12 D 6 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 PROJECT NORTH TRUE NORTHFRAMING - SOUTHOF GL "H" ONLYCLFRAMING FACE OF FRAMING FACE OF FRAMING CLFACE OF FRAMINGFACE OF FRAMINGFACE OF FRAMINGSTRUCTUREFACE OF FRAMINGFACE OF FRAMINGCLFACE OF FRAMING FACE OF FRAMING FACE OF FRAMINGNORTH OF GL "H" ONLYFACE OFFRAMING FACE OF FRAMING FACE OF FRAMING FACE OFFRAMING FACE OF FRAMINGFACE OF FRAMINGFACE OF FRAMING FACE OF FRAMING FACE OFFRAMING3B 3C 3B 3C 3C 3B 3C 3B 8A 8 8A 8 8A 8 8A 8 8A 8 7 7A 7 7 8A 8 8A 8A 8 8A 7 2B 8 1 1 8 2 3C 3C 3C 3B 3C 1 1C 3B 3C 3B 3C 109 5D11 2 2 6'-3 1/4"3'-1"5'-8 3/4"5'-0 1/2"4'-11 1/2"5'-8 3/4"3'-1 1/4"6'-2 3/4"6'-8 3/4"9'-5 1/4"5'-4 3/4"5'-8" 5'-8 1/2"5'-10" 5'-5 3/4" 5'-7 1/4" 9'-0 1/4" 5'-5 3/4" 5'-5 3/4" 5'-7 1/2" 5'-7 1/2" 5'-8 3/4"4'-7 1/2"2'-6"2'-10 3/4"3'-4 1/2"9'-1 3/4" 5'-6 3/4" 5'-5 3/4" 5'-5 3/4" 5'-7 3/4" 5'-5 3/4" 9'-0 1/2" 5'-10 3/4"11'-1" 5'-10 1/2"2'-5 1/2"3'-0"9'-2 3/4"8'-10 1/4"4'-5"3'-0 3/4"3'-5 3/4"11'-4"6'-8 3/4" 6'-0"12'-10"8'-8"5'-0"27'-6" 60'-0"85'-5 1/2"4'-3 1/2"22'-4"18'-2 3/4"18'-3 1/4"22'-4"18'-2 3/4" 22'-2 1/2" 22'-2 3/4" 22'-3" 18'-0 1/4" 22'-0 1/4" 22'-0" 22'-4" 106'-7 1/2"8'-0"19'-6"5'-0"21'-2"6'-4"32'-6"110'-11" 22'-3" 18'-0 1/4" 22'-0 1/4" 22'-0" 18'-0 3/4" 8'-6 3/4"5'-0"1'-11 1/2"20'-6 3/4"5'-0"32'-6"8'-6 1/2"26'-10 1/4"35'-4 3/4"3'-11"4'-3 1/2"2'-11 1/4"4'-9"8'-7 1/4"5'-9 1/4"1 0 2 .5 °77.5°3'-10 3/4" 2'-7 1/4" 21.1 22'-2 3/4" FRAMINGCL FRAMINGCLFRAMINGCLFRAMINGCLFRAMINGCLFRAMINGCL 2 1 1B 1B 2B 2 3B 3B 3B 3B 3B 3B 3B 3B 3B 3B 3B3B 3B 3B 3B 3B 8A RESILIENT CHANNEL @ EXTERIOR WALL TO MATCH WALL TYPE 1B RESILIENT CHANNEL @ EXTERIOR WALL TO MATCH WALL TYPE 3B RESILIENT CHANNEL @ EXTERIOR WALL TO MATCH WALL TYPE 2B 3B3B 8A 8A 25'-5 3/4" 1'-0" 5'-9 3/4"26'-5 3/4" 3B 3B 41'-0"1 C.1 5 5 4 2 LAYERS GWB TO MATCH TYPE 1 11D 5D 5D 5D 5 5D 5 5D 5 5D 5D 5 5D 5 5 5D 5 5D A430 1 A420 1 5 5D 5 FACE OF FRAMING FACE OF FRAMING FACE OFFRAMING FACE OFFRAMING FACE OFFRAMING FACE OF FRAMING PARTITIONCLFACE OF FRAMINGFACE OF FRAMINGPARTITIONCLFACE OFFRAMINGFACE OF FRAMINGPARTITIONCLFACE OF FRAMINGFACE OF FRAMINGFACE OF FRAMING5'-7" 5'-7 1/2" 5'-5 1/2" 9'-2 3/4" 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW EXISTING AND PROPOSED DIMENSIONS AND ALIGNMENTS AND CONFIRM LOCATIONS AND ALIGNMENTS SHOWN CAN BE ACHIEVED. DISCREPANCIES BETWEEN PROPOSED ALIGNMENTS AND LOCATIONS AND EXISTING CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF THE WORK. 2.AS-BUILT DIMENSIONS AND EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION OF CASEWORK, FIXTURES, FURNISHINGS AND EQUIPMENT TO CONFIRM FIT AND LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT. DISCREPANCIES MUST BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO ORDERING OR FABRICATING. 3.GRID AND GRID DIMENSIONS ARE TO FACE OF FOUNDATION, EXTERIOR FACE OF FRAMING OR AS NOTED. 4.EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED. 5.INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL BOARD FINISH, FINISH EDGE, FINISH OPENING, CENTERLINE OF OPENING AND CENTERLINE OF FIXTURES OR AS NOTED. 6.PROVIDE ROUGH OPENINGS PER WINDOW AND DOOR MANUFACTURER RECOMMENDATIONS UNLESS NOTED OR DETAILED OTHERWISE. 7.SEE ROOF PLAN FOR ROOF INFORMATION. 8.SEE SPECIFICATIONS FOR DOOR SCHEDULE & DOOR INFORMATION. 9.SEE SPECIFICATIONS FOR FINISH SCHEDULE & FINISH INFORMATION. 10.SEE SHEET SPECIFICATION FOR WINDOW SCHEDULE. 11.PER MA 521 CMR, 5% OF UNITS (FOUR TOTAL - TWO STUDIO & TWO ONE BEDROOM) ARE GROUP 2B COMPLIANT. ALL OTHER UNITS CAN BE MODIFIED TO MEET GROUP 2B REQUIREMENTS. GENERAL FLOOR PLAN NOTES REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:12:07 PM8 - 3 - 2016 TA/MR/KB/PM DD/PM PARTITION PLAN - LEVELS 2-4 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A111201420 SD SD FFAB C PROJECT NORTH TRUE NORTH J J J J J J J J J J J J J J J J J L2 U U T U T T T T Z Z Z Z Z Z Q Q Q Q Q T L1 L1 Q Q Q Q Q Q Q Q Q J Q Q Q Q Q Q L1 L1 C EL: C3 10' - 6"AFF C EL: C3 10' - 6"AFF C EL: C3 10' - 6"AFF C EL: C3 10' - 6"AFF C EL: C1 9' - 2"AFF C EL: C1 10' - 0"AFF C EL: C1 9' - 0 3/4"AFF C EL: C1 9' - 2"AFF C EL: C2 12' - 4 7/8"AFF C EL: C1 9' - 2"AFF C EL: C1 9' - 2"AFF C EL: C1 9' - 0 3/4"AFF C EL: C1 10' - 0"AFF C EL: C1 10' - 0"AFF C EL: C1 9' - 2"AFFCL EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ 5'-0"EQ 8'-0" 4'-0" C EL: C3 10' - 0"AFF P P P CL Q 6'-6 1/2"6'-6 1/2"6'-6 1/2"6'-6 1/2"6'-6 1/2"7'-0 1/2"C EL: C1 9' - 2"AFF CL 4'-6"CLEQEQCL L1 2'-2 1/2" 2'-6"5'-6"SD SD SD SD SD SD SD SD P CL CL U EQEQ5'-0" 4'-2"4'-0"3'-0"4'-0"4'-0"2'-0"EQ EQ CL 5'-0 3/4"3'-1"EQ EQ 1'-10 1/4"4'-0 1/4"EQ EQ 2'-6"3'-0"6'-0"3'-0"3'-5"EQ EQ 4'-0"EQEQ5'-3 1/4"6'-2 3/4" 12'-0"12'-0"12'-0"6'-0"10'-0"6'-0"12'-0"8'-0"12'-0"5'-3"CL 12'-0"12'-0" NO FINISHED CEILING REQUIRED IN RETAIL AREA, TYPEQEQ 4'-8 1/4"5'-6"EQEQE Q E Q 2 '-2 1 /4 "5 '-0 "2'-8"EQEQEQ1 5'-0"EQ1 4'-0" J J 7'-7 3/4"3'-9"L1 L1 L1 Z Z SD 7'-10" 15'-6" 14'-2" 9'-0" 14'-7" 16'-4" 15'-6" 7'-8" 6'-4" 4'-4" EQ EQ 3'-5" EQ EQ 3'-10" 8'-6" 1'-2" EQ EQ EQ R R R P P C EL: C1 9' - 2"AFF CL FIXTURE 6'-0"EQ1EQ 1M1 M M M M M M M M M M M M M M M M M M1 L1 L1 L1 L1 L1 EQEQCL Q Q C EL: C1 9' - 0 3/4"AFF CL CL CLCLCL CL CL CL CL CL 2'-0" J J J 1 '-1 0 "1'-10" J J J J J J J K K K K K K K K K K C EL: C2 12' - 4 7/8"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 8' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 8' - 6"AFF C EL: C1 8' - 6"AFF C EL: C1 8' - 6"AFF C EL: C1 8' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 6"AFF C EL: C1 8' - 6"AFF C EL: C1 8' - 6"AFF C EL: C1 8' - 6"AFF C EL: C1 8' - 6"AFF C EL: C1 8' - 6"AFF 7'-0"5'-11" T ELECTRICAL KEY R1 LOW VOLTAGE ADJUSTABLE (MINI SWIVEL), SEE SPECIFICATIONS (IC BOXES @ INSULATED CAVITIES) SC SURFACE MOUNTED SCONCE, SEE SPECIFICATIONS SF SURFACE MOUNTED LIGHT, SEE SPECIFICATIONS LIGHT FIXTURE SWITCH DUPLEX OUTLET QUAD OUTLET4 SD SMOKE/CO DETECTOR STRUCTURED CABLE DESTINATIONSC PENDANT LIGHT, SEE SPECIFICATIONSP SURFACE MOUNTED LIGHT, SEE SPECIFICATIONS EXHAUST FAN UNDER-CABINET LIGHT, SEE SPECIFICATIONSUC XF R2 LOW VOLTAGE LED RECESSED DOWNLIGHT, SEE SPECIFICATIONS 3-WAY LIGHT FIXTURE SWITCH3 DIMMER LIGHT FIXTURE SWITCHD WET PROTECTED DUPLEX OUTLETWP GROUND FAULT CIRCUIT DUPLEX OUTLETGFCI HD HEAT DETECTORR3 LOW VOLTAGE WET LOCATION RECESSED DOWNLIGHT, SEE SPECIFICATIONS FLOOR DUPLEX OUTLET SM LED LIGHT TAPET LOW VOLTAGE LED WALL WASHER, SEE SPECIFICATIONSR4 LOW VOLTAGE LED PINHOLE LIGHT, SEE SPECIFICATIONS COVE LIGHT (DOWN)C2 F MOTION SENSOR LIGHT FIXTURE SWITCHM C1 COVE LIGHT (UP)R5 U UTILITY LIGHT, SEE SPECIFICATIONS FLOOD LIGHT FL 1.SEE INTERIOR ELEVATIONS, SHEETS A500 THROUGH A508 FOR WALL MOUNTED FIXTURE AND DEVICE LOCATIONS. 2.COORDINATE WITH FRAMING AND ADJUST FRAMING & ADD FRAMING MEMBERS AS NECESSARY TO ACCOMMODATE LIGHT FIXTURES AND DEVICES IN THE POSITIONS SHOWN. DO NOT EXCEED FRAMING SPACING SHOWN ON FRAMING PLANS. 3.LIGHT FIXTURES ARE TO BE CENTERED IN ROOMS UNLESS DIMENSIONED OTHERWISE. 4.TRANSFORMER LOCATIONS ARE FOR REFERENCE AND DO NOT INDICATE ACTUAL PROPOSED LOCATIONS. FINAL TRANSFORMER LOCATIONS ARE TO BE APPROVED BY THE ARCHITECT. 5.PROVIDE INTERIOR AND EXTERIOR POWER OUTLETS QUANTITY, TYPE AND LOCATION AS REQUIRED BY THE APPLICABLE ELECTRICAL CODE AND AS APPROVED BY THE ARCHITECT. 6.DEVICES SHOWN IN THE SAME LOCATION ARE TO BE ALIGNED ON A VERTICAL CENTERLINE. 7.CENTER OUTLETS AS INDICATED ON PLANS, CONFIRM WITH ARCHITECT IF LOCATION IS UNCLEAR. 8.OUTLETS ARE TO BE MOUNTED @ 16" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. AT COUNTERTOPS OUTLETS ARE TO BE MOUNTED AT 48" A.F.F. UNLESS NOTED OTHERWISE. 9.SWITCHES ARE TO BE MOUNTED @ 48" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. 10.PROVIDE 24" WHIP AT WALL MOUNTED SCONCE LOCATIONS FOR FIELD POSITIONING. 11.PROVIDE 36" WHIP AT FLOOR OUTLETS FOR FIELD POSITIONING. 12.VERIFY REQUIREMENTS FOR APPLIANCE OUTLETS. 13.PROVIDE CO AND SMOKE DETECTORS PER CODE. 14.DEVICES TO BE CENTERED IN ACOUSTICAL CEILING PANELS UNLESS NOTED OTHERWISE. GENERAL ELECTRICAL NOTES REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:12:10 PM8 - 3 - 2016 TA/PM PM/DD CEILING PLAN - LEVEL 1 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A120201420SCALE: 1/8" = 1'-0"1 FIRST FLOOR RCP AB C 1.SEE INTERIOR ELEVATIONS, SHEETS A500 THROUGH A508 FOR WALL MOUNTED FIXTURE AND DEVICE LOCATIONS. 2.COORDINATE WITH FRAMING AND ADJUST FRAMING & ADD FRAMING MEMBERS AS NECESSARY TO ACCOMMODATE LIGHT FIXTURES AND DEVICES IN THE POSITIONS SHOWN. DO NOT EXCEED FRAMING SPACING SHOWN ON FRAMING PLANS. 3.LIGHT FIXTURES ARE TO BE CENTERED IN ROOMS UNLESS DIMENSIONED OTHERWISE. 4.TRANSFORMER LOCATIONS ARE FOR REFERENCE AND DO NOT INDICATE ACTUAL PROPOSED LOCATIONS. FINAL TRANSFORMER LOCATIONS ARE TO BE APPROVED BY THE ARCHITECT. 5.PROVIDE INTERIOR AND EXTERIOR POWER OUTLETS QUANTITY, TYPE AND LOCATION AS REQUIRED BY THE APPLICABLE ELECTRICAL CODE AND AS APPROVED BY THE ARCHITECT. 6.DEVICES SHOWN IN THE SAME LOCATION ARE TO BE ALIGNED ON A VERTICAL CENTERLINE. 7.CENTER OUTLETS AS INDICATED ON PLANS, CONFIRM WITH ARCHITECT IF LOCATION IS UNCLEAR. 8.OUTLETS ARE TO BE MOUNTED @ 16" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. AT COUNTERTOPS OUTLETS ARE TO BE MOUNTED AT 48" A.F.F. UNLESS NOTED OTHERWISE. 9.SWITCHES ARE TO BE MOUNTED @ 48" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. 10.PROVIDE 24" WHIP AT WALL MOUNTED SCONCE LOCATIONS FOR FIELD POSITIONING. 11.PROVIDE 36" WHIP AT FLOOR OUTLETS FOR FIELD POSITIONING. 12.VERIFY REQUIREMENTS FOR APPLIANCE OUTLETS. 13.PROVIDE CO AND SMOKE DETECTORS PER CODE. 14.DEVICES TO BE CENTERED IN ACOUSTICAL CEILING PANELS UNLESS NOTED OTHERWISE. GENERAL ELECTRICAL NOTESELECTRICAL KEY R1 LOW VOLTAGE ADJUSTABLE (MINI SWIVEL), SEE SPECIFICATIONS (IC BOXES @ INSULATED CAVITIES) SC SURFACE MOUNTED SCONCE, SEE SPECIFICATIONS SF SURFACE MOUNTED LIGHT, SEE SPECIFICATIONS LIGHT FIXTURE SWITCH DUPLEX OUTLET QUAD OUTLET4 SD SMOKE/CO DETECTOR STRUCTURED CABLE DESTINATIONSC PENDANT LIGHT, SEE SPECIFICATIONSP SURFACE MOUNTED LIGHT, SEE SPECIFICATIONS EXHAUST FAN UNDER-CABINET LIGHT, SEE SPECIFICATIONSUC XF R2 LOW VOLTAGE LED RECESSED DOWNLIGHT, SEE SPECIFICATIONS 3-WAY LIGHT FIXTURE SWITCH3 DIMMER LIGHT FIXTURE SWITCHD WET PROTECTED DUPLEX OUTLETWP GROUND FAULT CIRCUIT DUPLEX OUTLETGFCI HD HEAT DETECTORR3 LOW VOLTAGE WET LOCATION RECESSED DOWNLIGHT, SEE SPECIFICATIONS FLOOR DUPLEX OUTLET SM LED LIGHT TAPET LOW VOLTAGE LED WALL WASHER, SEE SPECIFICATIONSR4 LOW VOLTAGE LED PINHOLE LIGHT, SEE SPECIFICATIONS COVE LIGHT (DOWN)C2 F MOTION SENSOR LIGHT FIXTURE SWITCHM C1 COVE LIGHT (UP)R5 U UTILITY LIGHT, SEE SPECIFICATIONS FLOOD LIGHT FL PROJECT NORTH TRUE NORTH J J J J J J J A431 1 A421 1 K K K K K CLEQ EQ CLCLCLCLCLCLEQEQEQEQEQC EL: C1 8' - 4"AFFCL 3'-5 1/4"3'-5 1/4"L2 L1 4'-10"SD SD SD SD 13'-10 1/4"10'-7" 12'-9" 7'-11" 8'-8" 14'-6" 7'-9" 15'-0" 14'-10" 13'-2" 0"2'-8"7'-6"8'-2"16'-3"9'-1"6'-0 1/4"2'-10"12'-0"13'-0"1'-6 1/4" EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ SD J J J J J J J J J J J J J J SD SD SD SD J J C EL: C1 8' - 4"AFF J EQ EQ EQ K R R R R J J J 7'-0"3'-0"EQEQJ1 J1 J1 J1 J1 SD SD K K K K K K K K K K L1 F 1 J J CL CL CLCLJ J CL CL CL J JJ J EQEQCL CL CL CL CLJ J JJC EL: C1 8' - 4"AFF C EL: C1 8' - 4"AFF SEE A421 & A431 FOR TYPICAL UNIT CEILING PLANS C EL: C2 9' - 0 7/8"AFF C EL: C1 8' - 1"AFF C EL: C1 8' - 1"AFF C EL: SOFFIT 7' - 11"AFF TYPICAL UNIT CEILING SEE FLOOR/CEILING ASSEMBLY F1 UNLESS OTHERWISE NOTED ON LEVELS 2-4 C EL: SOFFIT 7' - 11"AFF REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:12:13 PM8 - 3 - 2016 PM/TA/KB/MR PM/DD CEILING PLAN - LEVEL 2-3 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A121201420SCALE: 1/8" = 1'-0"1 SECOND AND THIRD FLOOR RCP AB C ALIGNALIGNALIGNPROJECT NORTH TRUE NORTH 1'-3"CLEQEQC EL: C3 8' - 4"AFF C EL: C1 9' - 1 1/2"AFF C EL: C3 9' - 1 1/2"AFF C EL: C3 9' - 1 1/2"AFF C EL: C1 9' - 1 1/2"AFF C EL: C3 9' - 1 1/2"AFF CL C EL: C1 9' - 1 1/2"AFF C EL: C1 9' - 1 1/2"AFF C EL: C1 8' - 1"AFF C EL: C1 8' - 1"AFF TYPICAL UNIT CEILING SEE FLOOR/CEILING ASSEMBLY F1 UNLESS OTHERWISE NOTED ON LEVELS 2-4 A431 1 Sim A421 1 Sim J1 J1 J1 J1 J1 KK C EL: C1 9' - 1 1/2"AFF K K K KK K K K K K K K K K K K K K J J J J J J J J J J J J J J J J J J EQEQJ J J J SD SD SD J J J J J J SD J J SD SD SD SD SD 3'-0"3'-0"2'-0"2'-0"ELECTRICAL KEY R1 LOW VOLTAGE ADJUSTABLE (MINI SWIVEL), SEE SPECIFICATIONS (IC BOXES @ INSULATED CAVITIES) SC SURFACE MOUNTED SCONCE, SEE SPECIFICATIONS SF SURFACE MOUNTED LIGHT, SEE SPECIFICATIONS LIGHT FIXTURE SWITCH DUPLEX OUTLET QUAD OUTLET4 SD SMOKE/CO DETECTOR STRUCTURED CABLE DESTINATIONSC PENDANT LIGHT, SEE SPECIFICATIONSP SURFACE MOUNTED LIGHT, SEE SPECIFICATIONS EXHAUST FAN UNDER-CABINET LIGHT, SEE SPECIFICATIONSUC XF R2 LOW VOLTAGE LED RECESSED DOWNLIGHT, SEE SPECIFICATIONS 3-WAY LIGHT FIXTURE SWITCH3 DIMMER LIGHT FIXTURE SWITCHD WET PROTECTED DUPLEX OUTLETWP GROUND FAULT CIRCUIT DUPLEX OUTLETGFCI HD HEAT DETECTORR3 LOW VOLTAGE WET LOCATION RECESSED DOWNLIGHT, SEE SPECIFICATIONS FLOOR DUPLEX OUTLET SM LED LIGHT TAPET LOW VOLTAGE LED WALL WASHER, SEE SPECIFICATIONSR4 LOW VOLTAGE LED PINHOLE LIGHT, SEE SPECIFICATIONS COVE LIGHT (DOWN)C2 F MOTION SENSOR LIGHT FIXTURE SWITCHM C1 COVE LIGHT (UP)R5 U UTILITY LIGHT, SEE SPECIFICATIONS FLOOD LIGHT FL 1.SEE INTERIOR ELEVATIONS, SHEETS A500 THROUGH A508 FOR WALL MOUNTED FIXTURE AND DEVICE LOCATIONS. 2.COORDINATE WITH FRAMING AND ADJUST FRAMING & ADD FRAMING MEMBERS AS NECESSARY TO ACCOMMODATE LIGHT FIXTURES AND DEVICES IN THE POSITIONS SHOWN. DO NOT EXCEED FRAMING SPACING SHOWN ON FRAMING PLANS. 3.LIGHT FIXTURES ARE TO BE CENTERED IN ROOMS UNLESS DIMENSIONED OTHERWISE. 4.TRANSFORMER LOCATIONS ARE FOR REFERENCE AND DO NOT INDICATE ACTUAL PROPOSED LOCATIONS. FINAL TRANSFORMER LOCATIONS ARE TO BE APPROVED BY THE ARCHITECT. 5.PROVIDE INTERIOR AND EXTERIOR POWER OUTLETS QUANTITY, TYPE AND LOCATION AS REQUIRED BY THE APPLICABLE ELECTRICAL CODE AND AS APPROVED BY THE ARCHITECT. 6.DEVICES SHOWN IN THE SAME LOCATION ARE TO BE ALIGNED ON A VERTICAL CENTERLINE. 7.CENTER OUTLETS AS INDICATED ON PLANS, CONFIRM WITH ARCHITECT IF LOCATION IS UNCLEAR. 8.OUTLETS ARE TO BE MOUNTED @ 16" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. AT COUNTERTOPS OUTLETS ARE TO BE MOUNTED AT 48" A.F.F. UNLESS NOTED OTHERWISE. 9.SWITCHES ARE TO BE MOUNTED @ 48" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. 10.PROVIDE 24" WHIP AT WALL MOUNTED SCONCE LOCATIONS FOR FIELD POSITIONING. 11.PROVIDE 36" WHIP AT FLOOR OUTLETS FOR FIELD POSITIONING. 12.VERIFY REQUIREMENTS FOR APPLIANCE OUTLETS. 13.PROVIDE CO AND SMOKE DETECTORS PER CODE. 14.DEVICES TO BE CENTERED IN ACOUSTICAL CEILING PANELS UNLESS NOTED OTHERWISE. GENERAL ELECTRICAL NOTES REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:12:15 PM8 - 3 - 2016 MR DD CEILING PLAN - LEVEL 4 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A122201420SCALE: 1/8" = 1'-0"1 LEVEL 4 LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" FG E B A SEE 2/A200 FOR TRUE ELEVATION E-1 A210 1 10'-8"10'-8"10'-8"14'-0"6"D T.O. FOOTING EL:-4' - 0" 11 1A1A1A1A1A11A1 11 SF3 SF2 SF1 1 A300 E-1 LEVEL 0 EL:-0' - 6" A003 3 A003 2 A003 1 SLOPED COPING BEYOND. MECHANICAL EQUIPMENT & ELEVATOR HEADHOUSE BEYOND. A211 1 BUILDING SIGNAGE EXTERIOR LIGHT FIXTURE, TYPICAL. KITCHEN/BATH EXHAUST AWNING BEYOND 3 A323 1 A374 1A1A1A1A1A1A 1A 1A 1A 1A 1A 1A LINE OF AWNING, HIDDEN BA C U E-2 D 2A 2A 2A 2B 2B 2B 1 A300 E-2 FCP-3 SEE A211 MECHANICAL EQUIPMENT UNIT INLET/OUTLET ERV, TYP. KITCHEN & BATH EXHAUST, TYP. ELECTRICAL SERVICE ENTRY POINT M L K SEE 3/A200 FOR FULL ELEVATION 1 1 1 1C 4 A300 SEE 3/A201 FOR TRUE ELEVATION BRICK COLUMN ENTRY CANOPY & PTD STEEL PIPE SUPPORT. SEE STRUCTURAL DRAWINGS. FCP-1 SEE A211 A371 4 LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" SEE 5/A200 FOR TRUE ELEVATIONSEE 1/A202 FOR TRUE ELEVATION SEE 1/A202 FOR TRUE ELEVATION SEE 4/A202 FOR TRUE ELEVATION 10'-8"10'-8"10'-8"14'-0"NSRQPO4 A301 A212 2 E-2 E-2 E-2 E-2 LEVEL 0 EL:-0' - 6"6"2 2 2 2 2 E-22 2 2 2 2 2 1 1 CORNICE BEYOND MECHANICAL EQUIPMENT SEE 5/A202 FOR TRUE ELEVATION SEE 3/A202 FOR TRUE ELEVATION ELEVATOR HOISTWAY OVERRUN 1 1 1.GRID AND GRID DIMENSIONS ARE TO FACE OF FOUNDATION, EXTERIOR FACE OF FRAMING OR AS NOTED. 2.EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED. 3.PROVIDE ROUGH OPENINGS PER WINDOW AND DOOR MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OR DETAILED OTHERWISE. 4.SEE BUILDING SECTIONS FOR HEADER HEIGHT DIMENSIONS. 5.SEE SPECIFICATIONS FOR FIBER CEMENT SIDING PANEL TYPES. 6.SEE SHEET G101 FOR WINDOW & STOREFRONT TYPE ELEVATIONS. 7.SEE SHEET A320/A321 (BRICK MASONRY) & A330/331 (FIBER CEMENT PANELS) FOR WINDOW FLASHING AND INSTALLATION DETAIL. 8.SEE SHEETS A210 & A211 FOR MATERIAL COURSING & LAYOUT. GENERAL ELEVATION NOTES M L K PHOTOVOLTAIC ARRAY BEYOND. SEE SHEET PV001 UNIT EXHAUST WALL CAP, TYPICAL. PREFINISHED METAL COPING, TYPICAL. E-2 REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:12:23 PM8 - 3 - 2016 TA/PM/KB/MR DD/PM BUILDING ELEVATIONS - EAST & WEST155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A200201420SCALE: 1/8" = 1'-0"1 EAST ELEVATION TOTAL SCALE: 1/8" = 1'-0"5 WEST ELEVATION 2 SCALE: 1/8" = 1'-0"2 EAST ELEVATION 2 SCALE: 1/8" = 1'-0"4 WEST ELEVATION TOTAL SCALE: 1/8" = 1'-0"3 EAST ELEVATION 3 15181716192122 3 A301 SEE 1/A201 FOR TRUE ELEVATION E-2 E-2 E-2 E-2 1 1 1 1B 1 11B111 1 1A 1A 1 1 1A 1B 1 1A E-1 1 1A 1A 1 1 1 1B 1 1A 21.1 UNIT INLET/OUTLET ERV, TYP. KITCHEN & BATH EXHAUST, TYP. 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1A 1E 5 A373 LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 1524 E-1 3 11 SF-5 2 A300 3 A300 E-1 E-2 E-2 LEVEL 0 EL:-0' - 6" AWNING BEYOND LINE OF AWNING, HIDDEN UNIT VENTILATION EXHAUST/INTAKE 1A 1 1 1 1 1A 1A LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 91014 SEE 4/A201 FOR TRUE ELEVATION SEE 2/A201 FOR TRUE ELEVATION E-2 DOUBLE HUNG WINDOW, PER SPECIFICATION 111312 T.O. FOOTING EL:-4' - 0" 1D 1C1D1C A212 1 1B 1B 1B SF6 1A 1E 1 A301 2 A301 SEE 3/A201 FOR TRUE ELEVATION E-2 E-2 E-2 SEE 3/A201 FOR TRUE ELEVATION LEVEL 0 EL:-0' - 6" FCP-1 AT ELEVATOR OVERRUN, TYPICAL. SEE A212 FCP-1 AT SOUTH ENTRY. SEE A211 1 1 11 1 1A 1A 1 MECHANICAL EQUIPMENT BEYOND MECHANICAL EQUIPMENT BEYOND AWNING BEYOND LINE OF AWNING, HIDDEN 1A 1A 1A 1A 1A 1A THERMALLY BROKEN STOREFRONT SYSTEM & GLAZING PER SPECIFICATION 4'-0"1'-4" CL CL E-2 N 4 A301 1.GRID AND GRID DIMENSIONS ARE TO FACE OF FOUNDATION, EXTERIOR FACE OF FRAMING OR AS NOTED. 2.EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED. 3.PROVIDE ROUGH OPENINGS PER WINDOW AND DOOR MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OR DETAILED OTHERWISE. 4.SEE BUILDING SECTIONS FOR HEADER HEIGHT DIMENSIONS. 5.SEE SPECIFICATIONS FOR FIBER CEMENT SIDING PANEL TYPES. 6.SEE SHEET G101 FOR WINDOW & STOREFRONT TYPE ELEVATIONS. 7.SEE SHEET A320/A321 (BRICK MASONRY) & A330/331 (FIBER CEMENT PANELS) FOR WINDOW FLASHING AND INSTALLATION DETAIL. 8.SEE SHEETS A210 & A211 FOR MATERIAL COURSING & LAYOUT. GENERAL ELEVATION NOTES REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:12:29 PM8 - 3 - 2016 TA/PM/KB/MR DD/PM BUILDING ELEVATIONS - SOUTH 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A201201420SCALE: 1/8" = 1'-0"4 SOUTH ELEVATION 5 SCALE: 1/8" = 1'-0"2 SOUTH ELEVATION 1 SCALE: 1/8" = 1'-0"1 SOUTH ELEVATION TOTAL SCALE: 1/8" = 1'-0"3 SOUTH ELEVATION 4 141312 2 2 2 2A 2A 2A THERMALLY BROKEN STOREFRONT SYSTEM & GLAZING PER SPECIFICATION 1E SF-10 1 A301 2 A301 SEE 5/A202 FOR TRUE ELEVATION E-2 E-2 A003 10 LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" T.O. FOOTING EL:-4' - 0" 15 181716 19 20 22 3 A301 A212 3 2A 2 2B 2A 2 2 2A 2B 2B2A222A2B22A 2A 2 2B 2A 2 2 2A 2B 2B2A2 E-2 22A2B22A E-2 E-2 LEVEL 0 EL:-0' - 6" 21.1 FCP-3 SEE A212 5 A373 LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 1 5 8274 SEE 2/A202 FOR TRUE ELEVATION SEE 3/A202 FOR TRUE ELEVATION SEE 4/A202 FOR TRUE ELEVATION SEE 4/A200 FOR TRUE ELEVATION E-1 3 1 1 1 1 1 1 1 1 1 2 2 SF-4 6 2 A300A210 2 3 A300 SEE 5/A202 FOR TRUE ELEVATION 3 3 32 E-2E-2E-2 E-2 E-1 LEVEL 0 EL:-0' - 6" A003 4 FCP-1 AT ELEVATOR OVERRUN, TYPICAL. FCP-3 AT STAIR 2 EXTERIOR WALL, TYPICAL. SEE A212.1 A373A211 2 1E 2A GAS METER LOCATION (4) PER PLUMBING. CL 1'-0" T E-2 T 3 2R 3 SEE 5/A200 FOR TRUE ELEVATION SEE 1/A202 FOR TRUE ELEVATION E-2 E-2 FCP-3 AT STAIR 2 EXTERIOR WALL, TYPICAL. SEE A212 1.GRID AND GRID DIMENSIONS ARE TO FACE OF FOUNDATION, EXTERIOR FACE OF FRAMING OR AS NOTED. 2.EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED. 3.PROVIDE ROUGH OPENINGS PER WINDOW AND DOOR MANUFACTURER'S RECOMMENDATIONS UNLESS NOTED OR DETAILED OTHERWISE. 4.SEE BUILDING SECTIONS FOR HEADER HEIGHT DIMENSIONS. 5.SEE SPECIFICATIONS FOR FIBER CEMENT SIDING PANEL TYPES. 6.SEE SHEET G101 FOR WINDOW & STOREFRONT TYPE ELEVATIONS. 7.SEE SHEET A320/A321 (BRICK MASONRY) & A330/331 (FIBER CEMENT PANELS) FOR WINDOW FLASHING AND INSTALLATION DETAIL. 8.SEE SHEETS A210 & A211 FOR MATERIAL COURSING & LAYOUT. GENERAL ELEVATION NOTES REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:12:35 PM8 - 3 - 2016 TA/PM/KB/MR DD/PM BUILDING ELEVATIONS - NORTH 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A202201420SCALE: 1/8" = 1'-0"4 NORTH ELEVATION 2 SCALE: 1/8" = 1'-0"2 NORTH ELEVATION 1 SCALE: 1/8" = 1'-0"1 NORTH ELEVATION TOTAL SCALE: 1/8" = 1'-0"3 WEST ELEVATION 3 SCALE: 1/8" = 1'-0"5 WEST ELEVATION 4 ADDENDUM #2 LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" B ACUD 48 COURSES10'-8"48 COURSES10'-8"48 COURSES10'-8"63 COURSES14'-0"6 COURSES1'-4"27 COURSES6'-0"2 COURSES5 1/4"3 COURSES10 3/4"10 COURSES1'-11 3/4"6 COURSES1'-4"27 COURSES6'-0"21 COURSES4'-8"27 COURSES6'-0"9 COURSES2'-0"3 COURSES8"10 COURSES2'-2 3/4"50 COURSES11'-1 1/4"BRICK FACE 0" HEADER COURSE +3/4' DOUBLE HUNG WINDOWS, SEE WINDOW SCHEDULE & SPECIFICATIONS RELIEVING ANGLE FOR BRICK VENEER @ WINDOW HEAD, TYPICAL FOR E-1 ONLY. THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM SEE SPECIFICATIONS SEALED & INSULATED LOUVER BY STOREFRONT MANUFACTURER SEE SPECIFICATION HEADER COURSE + 1/2" RELIEVING ANGLE FOR BRICK VENEER, TYP FOR E-1 ONLY. PER STRUCTURAL DRAWINGS. SLOPED BRICK SILL UNDER WINDOW OPENING, TYP. EXTERIOR LIGHT FIXTURE SEE ELECTRICAL DRAWINGS METAL CORNICE EXHAUST VENT, PER SPECIFICATION, TYP. SEE MECHANICAL DRAWINGS E-1BRICK FACE +1" BRICK FACE +2" BRICK FACE +1 3/4" BRICK FACE +1" RELIEVING ANGLE FOR BRICK VENEER @ WINDOW HEAD, TYPICAL FOR E-1 ONLY RELIEVING ANGLE FOR BRICK VENEER @ WINDOW HEAD, TYPICAL FOR E-1 ONLY BRICK FACE +0" RETURN CORBEL PAST EDGE 8 BRICKS 5'-4" 3 BRICKS 2'-0" 12 1/2 BRICKS 8'-4" 3 BRICKS 2'-0" 12 1/2 BRICKS 8'-4" 5 BRICKS 3'-4" 4 BRICKS 2'-8 1/2" 1'-0"1'-0"1'-0"1'-0"1'-0"1'-0" 1 A310 Sim LEVEL 0 EL:-0' - 6" 4 A320 SIM 5 A320 SIM 1 A323 SOLDIER COURSE ABOVE WINDOW OPENING, TYP. HEADER COURSE + 1/2" HEADER COURSE +1/2" BRICK FACE +1" SOLDIER COURSE ABOVE WINDOW OPENING, TYP. SOLDIER COURSE +0" BRICK FACE +0" HEADER COURSE + 3/4" HEADER COURSE +3/4" BRICK FACE +1" BRICK FACE +1" EXPANSION JOINT, TYP. LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 1 2 43 4 BRICKS 3'-0 1/2" 14 BRICKS 8'-8" 3 BRICKS 2'-8" 14 BRICKS 8'-8" 4 BRICKS 3'-0 3/4" 4 1/2 BRICKS 2'-8" 4 1/2 BRICKS 2'-8" 4 1/2 BRICKS 2'-8" 4 1/2 BRICKS 2'-8"63 COURSES14'-0"48 COURSES10'-8"48 COURSES10'-8"48 COURSES10'-8"11'-1 1/4"10 COURSES2'-2 3/4"3 COURSES8"9 COURSES2'-0"27 COURSES6'-0"4'-8"6'-0"1'-4"2'-0"3 COURSES10 3/4"2 COURSES5 1/4"6'-0"1'-4"14 BRICKS 8'-8" E-1 BRICK FACE 0" BRICK FACE 0" DOUBLE HUNG WINDOWS, SEE WINDOW SCHEDULE & SPECIFICATIONS RELIEVING ANGLE FOR BRICK VENEER @ WINDOW HEAD, TYPICAL FOR E-1 ONLY. THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM SEE SPECIFICATIONS SEALED & INSULATED LOUVER BY STOREFRONT MANUFACTURER SEE SPECIFICATION BRICK FACE +1" RELIEVING ANGLE FOR BRICK VENEER, TYP FOR E-1 ONLY. PER STRUCTURAL DRAWINGS. SLOPED BRICK SILL UNDER WINDOW OPENING, TYP. METAL CORNICE RELIEVING ANGLE FOR BRICK VENEER @ WINDOW HEAD, TYPICAL FOR E-1 ONLY BRICK FACE +1 1/2" BRICK FACE +2" BRICK FACE +1 3/4"" BRICK FACE +1" RELIEVING ANGLE FOR BRICK VENEER @ WINDOW HEAD, TYPICAL FOR E-1 ONLY BRICK FACE +1 1/2" 5 A311 Sim1 A312 Sim LEVEL 0 EL:-0' - 6" 1 A323 HEADER COURSE +1/2" SOLDIER COURSE +0" SOLDIER COURSE ABOVE WINDOW OPENING, TYP. HEADER COURSE +3/4" HEADER COURSE +3/4" BRICK FACE +0" HEADER COURSE +1/2" BRICK FACE +1 1/2" REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:12:38 PM8 - 3 - 2016 TA/KB PP/PM ENLARGED ELEVATIONS - BRICK MASONRY 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A210201420SCALE: 1/4" = 1'-0"1 EAST ELEVATION - MASONRY COURSING & LAYOUT SCALE: 1/4" = 1'-0"2 NORTH ELEVATION - MASONRY COURSING & LAYOUT LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 1 2 43 LEVEL 0 EL:-0' - 6" 3'-0 1/2"8'-8"2'-8"8'-8"3'-0 3/4" 11'-4"8'-8" LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" E B ACUD LEVEL 0 EL:-0' - 6" 8'-4"1'-8"8'-4"3'-4"5'-4"2'-0"8'-4"2'-0"8'-4 1/4"2'-8 1/2" 18'-4"10'-8"18'-8 1/4" 3 A323 1 A374 10'-8"10'-8"10'-8"REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:12:40 PM8 - 3 - 2016 TA PM ENLARGED ELEVATIONS - BRICK MASONRY 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A211201420SCALE: 1/4" = 1'-0"2 NORTH ELEVATION - MASONRY EXPANSION JOINTS SCALE: 1/4" = 1'-0"1 EAST ELEVATION - MASONRY EXPANSION JOINTS LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 14 10'-8"10'-8"10'-8"14'-0"3 1/4"2'-6"1'-2"11 COURSES5'-6"8 COURSES4'-0"1'-2"11 COURSES5'-6"8 COURSES4'-0"1'-2"11 COURSES5'-6"8 COURSES4'-0"1'-2"2"11'-0"8"6 COURSES5'-6"5 COURSES4'-6"8"6 COURSES5'-6"5 COURSES4'-6"8"6 COURSES5'-6"5 COURSES4'-6"8"11'-2"2'-4"2'-4"DOUBLE HUNG WINDOW, PER SPECIFICATIONS FCP-1: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE FCP-2: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE FCP-1: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE FCP-2: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" VERTICAL GAP BETWEEN PANELS ALIGNED TO WINDOW JAMBS TYP FOR FCP-2 PAINTED METAL SPACER BAR PAINTED METAL SPACER BAR PREFINISHED METAL FIN DOUBLE HUNG WINDOW, PER SPECIFICATIONS TRANSOM WINDOW, PER SPECIFICATIONS FCP-1: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE 1/2" GAP BETWEEN PANELS, THIS LOCATION. FCP-1: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE 3/8" HORIZONTAL GAP TYP FOR FCP-2 METAL COPING METAL COPING 4 A312 Sim 3 A312 Sim MECHANICAL EQUIPMENT BEYOND. 2 A331 1/2" GAP BETWEEN PANELS, THIS LOCATION 1/2" GAP BETWEEN PANELS, THIS LOCATION 1/2" GAP BETWEEN PANELS, THIS LOCATION 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD2'-4"1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 3/8" VERTICAL GAP BETWEEN PANELS - USE MAXIMUM PANEL LENGTHS, STAGGER JOINTS TYP FOR FCP-1 3/8" VERTICAL GAP BETWEEN PANELS - USE MAXIMUM PANEL LENGTHS, STAGGER JOINTS TYP FOR FCP-1 PREFINISHED ALUMINUM CORNER TRIM 3" TYP. 3/8" VERTICAL GAP AT VENT PANELS EXHAUST VENTS, TYP. 19 20 21 1'-6"1'-2"11 COURSES5'-6"8 COURSES4'-0"1'-2"11 COURSES5'-6"8 COURSES4'-0"1'-2"11 COURSES5'-6"8 COURSES4'-0"1'-2"2"8 COURSES10'-1"4 COURSES11"10'-8"10'-8"10'-10"11'-0"FCP-3 FCP-3 FCP-3 FCP-3 FCP-3 FCP-3 FCP-3 FCP-3 FCP-1: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE PAINTED METAL SPACER BAR CASEMENT WINDOW, PER SPECIFICATIONS FCP-2: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD PREFINISHED METAL FIN 1/2" GAP BETWEEN PANELS, THIS LOCATION FCP-2: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" VERTICAL GAP BETWEEN PANELS ALIGNED TO WINDOW JAMBS TYP FOR FCP-2 FIN HEIGHT26'-10"METAL COPING FCP-3: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE 1'-0 1/4" TYP. PREFINISHED WALL CAP FOR UNIT KITCHEN & BATH EXHAUST, TYPICAL. 1 A311 Sim PREFINISHED METAL TRIM 3" TYP. 1/2" GAP BETWEEN PANELS, THIS LOCATION 1/2" GAP BETWEEN PANELS, THIS LOCATION 1/2" GAP BETWEEN PANELS, THIS LOCATION EXHAUST VENTS, TYP. 2 A331 SIM3 A331 A212 4 5 A373 Q P 3 COURSES2'-8 1/2"8"6 COURSES5'-6"5 COURSES4'-6"6'-2"5 COURSES4'-6"8"21'-10"FCP-1: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE CASEMENT WINDOW, PER SPECIFICATIONS FCP-1: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE FCP-1: FIBER CEMENT SIDING PANEL WITH TYPICAL 3/8" GAP BETWEEN PANELS UNLESS OTHERWISE NOTED. SEE SCHEDULE METAL COPING 3 A310 Sim MECHANICAL EQUIPMENT BEYOND. 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW HEAD 1/2" GAP BETWEEN PANELS ALIGNED TO WINDOW SILL 3/8" VERTICAL GAP BETWEEN PANELS - USE MAXIMUM PANEL LENGTHS, STAGGER JOINTS TYP FOR FCP-1 1" / 12" FIBER CEMENT PANEL SCHEDULE FCP-1 PANEL TYPE FINISH TYPE FCP-2 FCP-3 INTEGRAL MANUFACTURER INTEGRAL PTD (BY AFC) COLOR N/A GRAPHITE VARIES PRODUCT NAME AFC AFC AFC CEMBRIT - CEMBONIT CEMBRIT - MINERIT HD CEMBRIT - METRO CL EQ2 CLEQ1CLEQ1CLEQ3EQ3CLEQ3EQ31/2"3/8"3/8"3/8"1/2" EQ2 ALIGNFASTENERSVERTICALLYALIGN FASTENERS HORIZONTALLY TYP, SEE MANUFACTUER'S REQ. 1'-4" PAINTED METAL SPACER BAR 3/8" TYP, SEE MANUFACTUERER'S REQ. 1'-4 1/16"EQ2 EQ2 EQ1EQ1FCP-2 FCP-1 NOTE: REFER TO MANUFACTURER'S FASTENER REQUIREMENTS, FINAL LOCATIONS OF VISIBLE FASTENERS TO BE REVIEWED FOR APPROVAL BY ARCHITECT REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:12:43 PM8 - 3 - 2016 TA/KB DD/PM ENLARGED ELEVATIONS - FIBER CEMENT PANEL 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A212201420SCALE: 1/4" = 1'-0"1 SOUTH ELEVATION - FIBER CEMENT PANEL LAYOUT SCALE: 1/4" = 1'-0"3 NORTH ELEVATION - FIBER CEMENT PANEL LAYOUT SCALE: 1/4" = 1'-0"2 WEST ELEVATION - FIBER CEMENT PANEL LAYOUT SCALE: 1/4" = 1'-0" CEMENTITIOUS SIDING SCHEDULE ADDENDUM #2CBAC - FINAL REVIEW MECHANICAL EQUIPMENT BEYOND. SCALE: 1 1/2" = 1'-0"4 FIBER CEMENT TYPICAL SEAM & FASTENER DETAIL 5 LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 1582743 T.O. FOOTING EL:-4' - 0" 6 2 A300 A310 1 A310 4 3 A300 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 ROOF ASSEMBLY R1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F3 SEE A001 CORNICE BEYOND DOUBLE HUNG WINDOW, TYPICAL. SEE SHEET G112 LEVEL 0 EL:-0' - 6" COPING & SLOPED PARAPET WALL BEYOND LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" F GEBD T.O. FOOTING EL:-4' - 0" 1 A300 A312 1 A311 5 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 ROOF ASSEMBLY R1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F3 SEE A001 RETAIL 004 RETAIL 003 RETAIL 002 RETAIL 001 LEVEL 0 EL:-0' - 6" 3 A323 LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" F GEBACD T.O. FOOTING EL:-4' - 0" 1 A300 A312 2 A311 4 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 ROOF ASSEMBLY R1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F3 SEE A001 STAIR 3 3-4 STAIR 3 3-3 STAIR 3 3-2 STAIR 3 3-1 RETAIL 001 RETAIL 002 SERVICE HALL 005 LOBBY 300 LOBBY 400 STAIR FRAMING - SEE STRUCTURAL DRAWINGS STAIR FRAMING - SEE STRUCTURAL DRAWINGS STAIR FRAMING - SEE STRUCTURAL DRAWINGS LEVEL 0 EL:-0' - 6" ROOF DRAIN. SEE A103 CORNICE BEYOND 3 A323 LOBBY 200 LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 9 10 14111312 T.O. FOOTING EL:-4' - 0" 1 A301 2 A301 A310 2 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 ROOF ASSEMBLY R1 SEE A001 ROOF ASSEMBLY R2 SEE A001 FLOOR ASSEMBLY F1 SEE A001 UNIT EXHAUST & SOFFIT, TYPICAL. SEE SHEET A440 FLOOR ASSEMBLY F3 SEE A001 OFFICE 111A OPEN OFFICE 111B CONFERENCE 111CBRICK -CLAD PLANTER LEVEL 0 EL:-0' - 6" REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/8" = 1'-0"8/2/2016 5:12:47 PM8 - 3 - 2016 TA/MR PM/DD BUILDING SECTIONS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A300201420SCALE: 1/8" = 1'-0"1 CROSS SECTION - RETAIL & EAST END SCALE: 1/8" = 1'-0"2 SECTION AT EAST END - VIEW EAST SCALE: 1/8" = 1'-0"3 BUILDING SECTION THROUGH SERVICE HALL SCALE: 1/8" = 1'-0"4 SECTION - GRIDLINE L/K - VIEW SOUTH LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" T.O. FOOTING EL:-4' - 0" 15 181716 19 21 3 A301 A310 3 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 ROOF ASSEMBLY R1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F3 SEE A001 LEVEL 0 EL:-0' - 6" LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" T.O. FOOTING EL:-4' - 0" N SQP4 A301 A311 1A312 5 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 ROOF ASSEMBLY R1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F3 SEE A001 HALL 100A HALL 200A LEVEL 0 EL:-0' - 6" ROOF-MOUNTED HEAT PUMP. SEE MECHANICAL DRAWINGS. COPING & SLOPED PARAPET BEYOND HALL 300A HALL 400A LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" I MTHLJK T.O. FOOTING EL:-4' - 0" A312 4 A311 2 4 A300 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 ROOF ASSEMBLY R1 SEE A001 ROOF ASSEMBLY R2 SEE A001 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F3 SEE A001 FLEX 116 LAUNDRY 114 HALL 100A CONFERENCE 111C LAUNDRY 221 HALL 200A LAUNDRY 321 LAUNDRY 421 LEVEL 0 EL:-0' - 6" HALL 300A HALL 400A LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" I MTHLJK T.O. FOOTING EL:-4' - 0" A312 3 A311 3 4 A300 OPEN OFFICE 111B KITCHEN 111D LOBBY 100 NORTH ENTRY 118 HALL 200A FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F1 SEE A001 ROOF ASSEMBLY R1 SEE A001 ROOF ASSEMBLY R3 SEE A001 FLOOR ASSEMBLY F1 SEE A001 FLOOR ASSEMBLY F3 SEE A001 LEVEL 0 EL:-0' - 6" REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/8" = 1'-0"8/2/2016 5:12:52 PM8 - 3 - 2016 TA/MR PM/DD BUILDING SECTIONS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A301201420SCALE: 1/8" = 1'-0"4 SECTION AT WEST END - VIEW SOUTH SCALE: 1/8" = 1'-0"3 CROSS SECTION AT WEST END SCALE: 1/8" = 1'-0"2 CROSS SECTION - HAP CONFERENCE & FLEX SPACE SCALE: 1/8" = 1'-0"1 CROSS SECTION AT NORTH VESTIBULE & HAP OPEN OFFICE LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 12 T.O. FOOTING EL:-4' - 0" FIBERGLASS WINDOW PER SPECIFICATION PTD GWB RETURNS AT HEAD AND JAMBS, TYP. PTD ALUMINUM JAMB, TYPICAL STRUCTURAL STEEL FRAMING SEE STRUCTURAL DRAWINGS SEE LANDSCAPE DRAWINGS FOR HARDSCAPE MATERIALS & LAYOUT 2" RIGID INSULATION AT FOUNDATION WALLS & SLAB PREFINISHED MECHANICAL LOUVER, BLOCKED & INSULATED, TYPICAL AT STOREFRONT. THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM. SEE SHEET G112 CIP CONCRETE FOUNDATION SEE STRUCTURAL DRAWINGS F2 FLOOR ASSEMBLY SEE G103 THERMAL BREAK AT SLAB EDGE, TYPICAL. PREFINISHED METAL FLASHING RELIEVING ANGLE AT WINDOW OPENINGS IN MASONRY CONSTRUCTION. SEE STRUCTURAL DRAWINGS A320 2 A320 3 A320 4 A321 1 A320 7 LEVEL 0 EL:-0' - 6" S-2 A320 5 1'-2"11'-1 1/4"4"2X HEADER. SEE STRUCTURAL DRAWINGS WALL FRAMING @ 12" O.C. TYPICAL AT BRICK MASONRY VENEER E-1 PREFINISHED ALUMINUM CORNICE PREFINISHED ALUMINUM WINDOW PANNING SLOPED BRICK SILL, TYPICAL. BRICK MASONRY CORBEL SEE SHEET A210 FOR COURSING, DEPTH, & ORIENTATION 21 2" RIGID INSULATION AT FOUNDATION WALLS A330 1 A330 2 A330 3 A330 4 A330 5 24" STEM WALL, SEE FOUNDATION PLAN AND STRUCTURAL DRAWINGS FIBER CEMENT PANEL CLADDING, SEE SHEET A211 FOR PANEL SIZE, TYPE, ORIENTATION, & COURSING. E-2 PARGING LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 8 T.O. FOOTING EL:-4' - 0" 2" RIGID INSULATION AT FOUNDATION WALLS LEVEL 0 EL:-0' - 6" 2 A340 1 A340 2 A330 4 Sim A330 5 Sim FIBER CEMENT PANEL CLADDING, SEE SHEET A211 FOR PANEL SIZE, TYPE, ORIENTATION, & COURSING. E-2 9 2 A320 4 SIM A320 5 SIM A321 3 CANOPY AT SOUTH ENTRY BRICK MASONRY CORBEL SEE SHEET A210 FOR COURSING, DEPTH, & ORIENTATION ENTRY SLAB CONDITION, REFER TO LANDSCAPE DRAWINGS A371 6 SIM REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0"8/2/2016 5:12:54 PM8 - 3 - 2016 PM/TA PM/DD WALL SECTIONS - EAST & WEST 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A310201420SCALE: 1/2" = 1'-0"1 EAST WALL SECTION AT GRID LINE 1 SCALE: 1/2" = 1'-0"3 SECTION AT WEST END AT GRID 21 SCALE: 1/2" = 1'-0"4 SECTION - WEST WALL AT GRID LINE 8 SCALE: 1/2" = 1'-0"2 EAST WALL SECTION AT GRID 9 LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" T.O. FOOTING EL:-4' - 0" S LEVEL 0 EL:-0' - 6" E-2 A340 1 Sim A330 2 Sim A330 3 Sim A330 4 Sim A330 5 Sim 2" RIGID INSULATION AT FOUNDATION WALLS & SLAB CIP CONCRETE FOUNDATION SEE STRUCTURAL DRAWINGS F2 FLOOR ASSEMBLY SEE G103 THERMAL BREAK AT SLAB EDGE, TYPICAL. FIBER CEMENT PANEL CLADDING, SEE SHEET A211 FOR PANEL SIZE, TYPE, ORIENTATION, & COURSING. R-1 PREFINISHED ALUMINUM CORNICE T E-2 A340 5 A330 4 Sim A330 5 Sim A340 4 PREFINISHED METAL TRIM, SEE ELEVATIONS. LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" B T.O. FOOTING EL:-4' - 0" LEVEL 0 EL:-0' - 6" E-1 A322 1 A322 2 A321 1 Sim F2 FLOOR ASSEMBLY SEE G103 RELIEVING ANGLE. PER STRUCTURAL. WALL FRAMING @ 12" O.C. TYPICAL AT BRICK MASONRY VENEER PREFINISHED ALUMINUM CORNICE BRICK MASONRY CORBEL SEE SHEET A210 FOR COURSING, DEPTH, & ORIENTATION PRECAST CONCRETE WATER TABLE A E-2 A340 1 Sim A340 6 A330 5 Sim T E-2 A340 1 Sim A340 3 A330 2 Sim A330 3 Sim A330 4 Sim A330 5 Sim REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0"8/2/2016 5:12:56 PM8 - 3 - 2016 PM/TA PM/DD WALL SECTIONS - NORTH 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A311201420SCALE: 1/2" = 1'-0"1 NORTH WALL - WEST END SCALE: 1/2" = 1'-0"3 SECTION - NORTH WALL AT NORTH ENTRY SCALE: 1/2" = 1'-0"5 SECTION - NORTH WALL AT GRID LINE B SCALE: 1/2" = 1'-0"4 SECTION - NORTH AT GRID LINE A SCALE: 1/2" = 1'-0"2 SECTION - NORTH WALL AT GRID LINE T LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" G T.O. FOOTING EL:-4' - 0" LEVEL 0 EL:-0' - 6" A320 2 Sim A320 3 Sim A321 1 Sim STRUCTURAL STEEL FRAMING SEE STRUCTURAL DRAWINGS SEE LANDSCAPE DRAWINGS FOR HARDSCAPE MATERIALS & LAYOUT 2" RIGID INSULATION AT FOUNDATION WALLS & SLAB THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM. SEE SHEET G112 CIP CONCRETE FOUNDATION SEE STRUCTURAL DRAWINGS F2 FLOOR ASSEMBLY SEE G103 THERMAL BREAK AT SLAB EDGE, TYPICAL. RELIEVING ANGLE AT WINDOW OPENINGS IN MASONRY CONSTRUCTION. SEE STRUCTURAL DRAWINGS WALL FRAMING @ 12" O.C. TYPICAL AT BRICK MASONRY VENEER PREFINISHED ALUMINUM CORNICE BRICK MASONRY CORBEL SEE SHEET A210 FOR COURSING, DEPTH, & ORIENTATION LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" T.O. FOOTING EL:-4' - 0" N LEVEL 0 EL:-0' - 6" A330 5 Sim A340 1 Sim M E-2 A330 5 Sim M E-2 A330 5 Sim A340 1 Sim G 2 E-2 A320 2 Sim A330 5 Sim F2 FLOOR ASSEMBLY SEE G103 A371 3 REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0"8/2/2016 5:12:59 PM8 - 3 - 2016 PM/TA PM/DD WALL SECTIONS - SOUTH 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A312201420SCALE: 1/2" = 1'-0"1 SOUTH WALL AT RETAIL/STOREFRONT SCALE: 1/2" = 1'-0"5 SOUTH WALL AT WEST END SCALE: 1/2" = 1'-0"3 SECTION - SOUTH WALL AT GRID LINE M SCALE: 1/2" = 1'-0"4 SOUTH WALL AT GRIDLINE 14 SCALE: 1/2" = 1'-0"2 SECTION - SOUTH AT GRID LINE G 1 CIP CONCRETE SUB BASE CONCRETE SLAB-ON-GRADE, PER STRUCTURAL THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM. SEE SHEET A003 RIGID INSULATION AT FOUNDATION WALL CRUSHED STONE BASE, PER STRUCTURAL LEVEL 0 EL:-0' - 6" PRECAST CONCRETE WATER TABLE, TYPICAL AT EWA - 1 & RETAIL STOREFRONT BASE FLASHING BY STOREFRONT MANUFACTURER. BACKER ROD & SEALANT W/ WEEP AT 1'-0" O.C. 1'-4" DRAINAGE BOARD MORTAR W/ WEEPS AT 2'-0" O.C. 1/2"2 1/2"1'-2" METAL FLASHING WATERPROOF MEMBRANE TO 1'-0" BELOW FINISH GRADE SEALANT CIP CONCRETE SIDEWALK, PER LANDSCAPE 1/2"-THICK EXPANSION JOINT FILLER MORTAR WASH RIGID INSULATION AT FOUNDATION WALL RIGID INSULATION AT SOG THERMAL BREAK & UNDERSLAB. MASONRY TIE 1"1'-2 1/2"3 1/2"5 1/2"4 1/2"1/2" 2x6 PT WOOD SILL 4 1/2"5 1/2"4" PAINTED WOOD SILL 1"PTD GWB FINISH CONTINUOUS VAPOR RETARDER PT WOOD SILL SEALANT AND BACKER ROD AT PAN SEALANT AT PAN SHIM SPACE PER MANUFACTURER REQUIREMENTS T.O. SLAB LEVEL 2 EL:14' - 0" 12 4" BRICK VENEER, PER SPEC. BLOCKING AS NEEDED STEEL BEAM, PER STRUCTURAL FLOOR STRUCTURE, PER STRUCTURAL MORTAR WASH, TYPICAL BRICK MASONRY CORBEL SEE SHEET A210 FOR COURSING, DEPTH, & ORIENTATION PLYWOOD EXPANSION JOINT AT FLOOR LEVEL, TYPICAL WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER 3 1/2" CL STEEL 1/4" PAINTED WOOD BASE (1/2" X 3 1/2" TYP.) 1"3 COURSES1/4" 1/4" 1/2" 1/2"-THICK PLYWOOD SHEATHING TYPICAL BRICK FACE LOCATION 6 1/4" F 1 TYPICAL STEEL HEIGHT PER STRUCTURAL3 3/4"1"-THICK RIGID BOARD CAVITY INSULATION 1 4" BRICK VENEER, PER SPEC. PREFINISHED ALUMINUM BRAKE METAL WINDOW PANNING, FIXED TO FRAMING AT JAMB, TYPICAL MATCH BRICK SILL SLOPE FIBERGLASS WINDOW THROUGH WALL FLASHING CAVITY SEAL BACKER ROD & SEALANT MORTAR BRICK SILL CAVITY WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER 3" SEALANT AND BACKER ROD AT PAN 1/4"3 1/2"1" 1"-THICK RIGID BOARD CAVITY INSULATION BRICK TIE AT 1'-4" O.C. MAX. BACKER ROD AND SEALANT W/ WEEP AT 1'-O" O.C. 2" SOLID SURFACE SILL LEVEL 4 EL:35' - 4" 1 4" BRICK VENEER, PER SPEC. LVL RIM JOIST, PER STRUCTURAL BRICK TIE, TYPICAL 2X6 WALL FRAMING, PER STRUCTURAL BRICK MASONRY CORBEL SEE SHEET A210 FOR COURSING, DEPTH, & ORIENTATION CAVITY WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER PAINTED WOOD BASE (1/2" X 3 1/2" TYP.) 3/4" 1/4" 1/4" 1/2"9 COURSES1/2"-THICK PLYWOOD SHEATHING TYPICAL BRICK FACE LOCATION 6 1/4" F 1 1"-THICK RIGID BOARD CAVITY INSULATION C 2 1 RELIEVING ANGLE, LAGGED TO STUDS AND WINDOW HEADERS AT 12" O.C. PER STRUCTURAL PREFINISHED ALUMINUM BRAKE METAL WINDOW PANNING, FIXED TO FRAMING AT JAMB, TYPICAL. LIP STRETCHER BRICK. TYPICAL AT RELIEVING ANGLES. WEEP BAFFLE AT HEAD JOINT 2'-0" O.C. TRIPLE 2X8 WINDOW HEADER. PER STRUCTURAL 1"-THICK RIGID BOARD CAVITY INSULATION THROUGH WALL FLASHING BACKER ROD AND SEALANT JOINT METAL EDGE BEAD WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER FIBERGLASS WINDOW3/8"1 1/2"1/4"PEA STONE BACKER ROD AND SEALANT JOINT 6 1/4" 2" REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 3" = 1'-0"8/2/2016 5:13:00 PM8 - 3 - 2016 TA/PM PM/DD EXTERIOR SECTION DETAILS - BRICK MASONRY 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A320201420SCALE: 3" = 1'-0"2 EAST BRICK WALL SECTION @ SLAB SCALE: 3" = 1'-0"3 EAST BRICK WALL SECTION AT LEVEL 2 SCALE: 3" = 1'-0"4 TYPICAL WINDOW SILL DETAIL SCALE: 3" = 1'-0"7 FOURTH FLOOR CORBEL DETAL SCALE: 3" = 1'-0"5 WINDOW HEAD @ BRICK ROOF (T.O. DECK) EL:46' - 0" 1 8 1/4"5 1/2"1'-1 3/4"6 1/2"3 1/2"1'-0 3/4"1/2"-THICK FIRE TREATED PLYWOOD CONTINUOUS 2X CORNICE NAILERS AND BLOCKING2X6 PRESERVATIVE TREATED PARAPET WALL FLEXIBLE WALKWAY AT ROOF EDGE,TYP.7"4'-0"VARIES2"2'-8 3/4" MINERAL WOOL BATT INSULATION FULLY ADHERED 1/2"-THICK COVER BOARD SLOPED PRESERVATIVE TREATED 2X LOOKOUT FRAMING @ 1'-4" O.C..` TAPERED RIGID INSULATION, TYPICAL PVC MEMBRANE ROOFING 1/4" SLOPE PER FOOT MIN. BACKER ROD & SEALANT CONTINUOUS PVC MEMBRANE ROOFING SYSTEM EXTEND TO DRIP & LAP UNDER HOOK STRIP 1/4" PER FOOT SLOPE MIN. 6 1/2"1'-0"4'-7"4'-7 3/4"1 1/2"1 1/2" 1/2" 1/2"-THICK PLYWOOD SHEATHING 1"-THICK RIGID BOARD CAVITY INSULATION 4" BRICK VENEER, PER SPEC. LVL RIM JOIST, PER STRUCTURAL BRICK TIE, TYPICAL CONTINUOUS 2X CORNICE NAILERS 2X8 CORNICE FRAMING AT 1'-4" O.C. PREFINISHED ALUMINUM SHEATHING EDGE COVER. CONTINUOUS ALUMINUM HOOK STRIP CONTINUOUS ALUMINUM HOOK STRIP 1/2"6 1/4"1/2"1/2"PREFINISHED ALUMINUM COPING ASSEMBLY W/ 1/4" BUTT JOINTS W/ 1'-0" BACK UP PLATE AND SEALANT4'-2 1/2"PREFINISHED ALUMINUM COPING ASSEMBLY W/ 1/4" BUTT JOINTS W/ 1'-0" BACK UP PLATE AND SEALANT 2X CORNICE TOP FRAMING AT 1'-4" O.C.45.0°2X6 PARAPET FRAMING @ 1'-4" O.C. PVC MEMBRANE ROOFING STANDARD GRAVEL STOP COPING TERMINATION CONTINUOUS ALUMINUM HOOK STRIP TYPICAL 1/4"CONTINUOUS VAPOR RETARDER ROOF (T.O. DECK) EL:46' - 0" 9 FLEXIBLE WALKWAY AT ROOF EDGE, TYP. 1/2"-THICK COVER BOARD PER PVC ROOFING SYSTEM TAPERED RIGID INSULATION, TYPICAL CONTINUOUS ALUMINUM HOOK STRIP, TYP. PREFINISHED ALUMINUM COPING ASSEMBLY 1/2" FIRE TREATED PLYWOOD PVC MEMBRANE ROOFING AND TERMINATION PER MANUFACTURER DETAILS 1/4" SLOPE MIN. FACE OF BRICK VENEER BEYOND FALL PROTECTION SYSTEM 1/4" SLOPE MIN. 2X6 AND 2X8 LOOKOUT AND PARAPET FRAMING AT 1'-4" O.C. CONTINUOUS VAPOR RETARDERVARIES2"WATERPROOF MEMBRANE5 1/2"6"1"-THICK RIGID BOARD CAVITY INSULATION 7 1/4" 1/2"1/4"1/4"4 COURSES2 COURSES10 COURSESEQEQ 1'-9 1/4" 2"1 1/2"1/2"1/2"1/2"PREFINISHED ALUMINUM COPING ASSEMBLY BEYOND 2 3/16"2 3/16"2'-4 1/2"REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 3" = 1'-0"8/2/2016 5:13:01 PM8 - 3 - 2016 TA PM EXTERIOR SECTION DETAILS - BRICK MASONRY 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A321201420SCALE: 3" = 1'-0"1 EAST WALL PARAPET DETAIL SCALE: 3" = 1'-0"3 EAST WALL COPING DETAIL LEVEL 1 EL:0' - 0" B LEVEL 0 EL:-0' - 6" 7 3/4" RIGID INSULATION AT FOUNDATION WALL, SOG THERMAL BREAK & UNDERSLAB. TYPICAL. CRUSHED STONE BASE, PER STRUCTURAL PRECAST CONCRETE WATER TABLE, TYPICAL AT EWA - 1 & RETAIL STOREFRONT CAVITY WATERPROOF MEMBRANE 5"CONCRETE SLAB ON GRADE, PER STRUCTURAL CONTINUOUS PT NAILER. CONTINUOUS VAPOR RETARDER PT SILL PLATE 1/2"-THICK EXPANSION JOINT FILLER SEALANT STONE WALKWAY, SEE LANDSCAPE 6"8"1"STONE TIES SOLID GROUT MORTAR W/ WEEPS AT 2'-0" O.C. DRAINAGE BOARD RIGID INSULATION AT FOUNDATION WALL WEEP BAFFLE AT HEAD JOINTS 2'-0" O.C. CAVITY WATERPROOF MEMBRANE THROUGH WALL FLASHING, TRIM TO FACE OF BRICK WATERPROOF MEMBRANE TO 1'-0" BELOW FINISH GRADE CONTINUOUS VAPOR RETARDER MORTAR WASH PEA STONE 2 1/4"8"5 1/2"4 1/2"WATER PROOF MEMBRANE TO 1'-0" BELOW FINISH GRADE AND LAP UNDER WRB THROUGH WALL FLASHING LEVEL 2 EL:14' - 0" B 4" BRICK VENEER, PER SPEC. LVL RIM JOIST, PER STRUCTURAL BRICK TIE, TYPICAL 2X6 WOOD FRAMING, PER STRUCTURAL CAVITY WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER 1"-THICK RIGID BOARD CAVITY INSULATION CONTINUOUS VAPOR RETARDER 7 3/4" C 2 F 1 15 4" BRICK VENEER STEEL BEAM PER STRUCTURAL BRICK TIE STEEL ANGLE PER STRUCTURAL THROUGH WALL FLASHING, FIXED WITH SELF- TAPPING SCREWS 1 1/2"1'-3 5/8"1 1/2" 1'-6 5/8" PRESERVATIVE TREATED WOOD NAILER. CL STEEL 2" BRICK TIE FIXED WITH SELF-TAPPING SCREWS, TYPICAL AT WING WALLS. SELF-ADHERING MEMBRANE FLASHING AT TIES, TYPICAL AT WING WALLS. SELF-ADHERING MEMBRANE FLASHING AT TIES, TYPICAL AT WING WALLS. PREFINISHED ALUMINUM TRIM. WEEPS AT 12" O.C., TYPICAL. REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 3" = 1'-0"8/2/2016 5:13:02 PM8 - 3 - 2016 TA PM/DD EXTERIOR SECTION DETAILS - BRICK MASONRY 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A322201420SCALE: 3" = 1'-0"1 FOUNDATION @ BRICK PILASTER SCALE: 3" = 1'-0"2 TYPICAL FLOOR STRUCTURE @ WALL TYPE E-1 SCALE: 3" = 1'-0"3 BRICK FIN BASE DETAIL @ GRID 15 1 MEMBRANE FLASHING., EXTEND 4" MINIMUM BEYOND R.O. EDGE AT JAMB & INTO R.O. BRICK TIE, TYPICAL BACKER ROD & SEALANT FIBERGLASS WINDOW PREFINISHED ALUMINUM BRAKE METAL WINDOW PANNING, FIXED TO FRAMING AT JAMB, TYPICAL. SLOPED BRICK SILL BELOW PTD GWB RETURN & WALL FINISH, TYPICAL. FILL ALL VOIDS AT SHIM VOID WITH LOW EXPANSION POLYURETHANE FOAM. CONTINUOUS VAPOR RETARDER CAVITY WATERPROOF MEMBRANE 3/8"2"1/4" 1" RIGID BOARD CAVITY INSULATION METAL EDGE BEAD 4" BRICK VENEER4 1/2"1/4"2"1 4" BRICK VENEER, SEE SPEC. THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM. SEE SHEET A003 PRECAST CONCRETE WATER TABLE BELOW CAVITY WATERPROOF MEMBRANE BRICK TIE, TYPICAL 6 3/4" BACKER ROD & SEALANT 6 1/4"4 1/2" CONTINUOUS VAPOR RETARDER 1"-THICK RIGID BOARD CAVITY INSULATION 3 A323 SIM METAL EDGE BEAD 1 G 2 THERMALLY BROKEN ALUMINUM STOREFRONT PRECAST CONCRETE WATER TABLE BELOW BACKER ROD AND SEALANT JOINT CAVITY WATERPROOF MEMBRANE BACKER ROD & SEALANT JOINT STEEL COLUMN, PER STRUCTURAL 1"-THICK RIGID BOARD CAVITY INSULATION 2X FURRING WALL W/ GWB 1"-THICK RIGID BOARD INSULATION SEALANT JOINT BACKER ROD & SEALANT JOINT CONTINUOUS VAPOR RETARDER 4 1/2"3"7 3/4" LINE OF STOOL TRIM BELOW 1/2"-THICK PLYWOOD G E-1 THERMALLY BROKEN ALUMINUM STOREFRONT PRECAST CONCRETE WATER TABLE BELOW BACKER ROD AND SEALANT CAVITY WATERPROOF MEMBRANE 1"-THICK RIGID BOARD CAVITY INSULATION GYPSUM WALL BOARD STEEL COLUMN, PER STRUCTURAL BRICK TIE, TYPICAL CONTINUOUS VAPOR RETARDER BACKER ROD AND SEALANT METAL EDGE BEAD CAVITY SEAL G LINE OF TYPICAL CAVITY DEPTH REFER TO A210 FOR BRICK DEPTHS SHOP-FINISHED EXTRUDED ALUMINUM TRIM BACKER ROD AND SEALANT JOINT 1"-THICK RIGID BOARD CAVITY INSULATION BUILDING PAPER WATERPROOF MEMBRANE BRICK TIE, TYPICAL CONTINUOUS VAPOR RETARDER 1"3/8" G 9 SERVICE HALL 005 MECHANICAL 115 4" BRICK VENEER, PER SPEC BRICK TIE STEEL ANGLE BELOW, PER STRUCTURAL CAVITY WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER COLUMN, PER STRUCTURAL 1"-THICK RIGID BOARD CAVITY INSULATION PREFINISHED EXTRUDED ALUMINUM TRIM 1 LINE OF TYPICAL CAVITY DEPTH REFER TO A210 FOR BRICK DEPTHS 4" BRICK VENEER, SEE SPEC. 1"-THICK RIGID BOARD CAVITY INSULATION FACE OF BRICK BELOW BRICK TIE, TYPICAL CAVITY WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER 1/2"-THICK PLYWOOD 6 1/4" 1" LEVEL 1 EL:0' - 0" 1 LEVEL 0 EL:-0' - 6" 4 1/2"5 1/2"6"1 1/4" 1 1/2"1"1/2"5 1/2" CRUSHED STONE BASE PER STRUCTURAL RIGID INSULATION AT SOG THERMAL BREAK & UNDERSLAB. SOG, PER STRUCTURAL PRECAST CONCRETE WATER TABLE, TYPICAL AT EWA - 1 & RETAIL STOREFRONT WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER 1'-4"1'-2"1"1"-THICK RIGID BOARD CAVITY INSULATION PT SILL PLATE 6 3/4" 3 5/8" BRICK MASONRY VENEER BRICK TIE, TYPICAL 1/2" PLYWOOD SHEATHING CAVITY WATERPROOF MEMBRANE REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:13:04 PM8 - 3 - 2016 TA/PM/MR PM/DD EXTERIOR PLAN DETAILS - BRICK MASONRY 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A323201420SCALE: 3" = 1'-0"1 TYPICAL WINDOW JAMB - BRICK MASONRY SCALE: 3" = 1'-0"2 BRICK MASONRY - PILASTER - MAJOR SCALE: 1" = 1'-0"5 BRICK MASONRY - COLUMN SCALE: 3" = 1'-0"6 STOREFRONT & BRICK MASONRY TRANSITION SCALE: 3" = 1'-0"7 BRICK MASONRY PILASTER - MINOR SCALE: 3" = 1'-0"8 CLADDING TRANSITION @ EXTERIOR DOOR SCALE: 3" = 1'-0"11 SECOND FLOOR PILASTER DETAIL SCALE: 3" = 1'-0"3 BRICK MASONRY - PILASTER MAJOR - FOUNDATION DETAIL 9 LFIBER CEMENT PANEL PREFINISHED EXTRUDED ALUMINUM TRIM 4" BRICK VENEER 1"-THICK RIGID BOARD CAVITY INSULATION 2x6 WOOD FRAMING PER STRUCTURAL BRICK TIE STEEL ANGLE BELOW, PER STRUCTURAL WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER LINE OF BRICK CORBEL BELOW BACKER ROD AND SEALANT 1'-3 5/8"1'-2"1/2"7 1/8" 1/2" 7 5/8" 8" LVL POST PER STRUCTURAL KNIFE PLATE TO CANOPY ROD SUPPORT, TYP. PER STRUCTURAL. 9 7 5/8" 1'-0" 1"-THICK RIGID BOARD CAVITY INSULATION 4" BRICK VENEER BRICK TIE STEEL POST PER STRUCTURAL. INTUMESCENT PAINT FIREPROOFING. TYPICAL OF STL COLUMNS LOCATED IN EXTERIOR WALL CAVITY. CONTINUOUS VAPOR RETARDER 5 A324 FIBER CEMENT PANEL PREFINISHED EXTRUDED ALUMINUM TRIM BRICK TIE 4" BRICK VENEER 1'-7 5/8"1'-2"LINE OF FOUNDATION WALL BELOW 5 A1'-2 1/2"2X6 WOOD FRAMING PER STRUCTURAL RIGID INSULATION 4" BRICK VENEER BRICK TIE PREFINISHED EXTRUDED ALUMINUM TRIM FIBER CEMENT PANEL 4" BRICK VENEER BACKER ROD & SEALANT CONTINUOUS VAPOR RETARDER 4 A324 WATERPROOF MEMBRANE 5 5/8" 1'-3 5/8"5 7/8" LINE OF FOUNDATION WALL BELOW LEVEL 1 EL:0' - 0" 5 1'-2"1"PRECAST CONCRETE WATER TABLE BRICK MASONRY VENEER GRADE, PER LANDSCAPE 1" MORTAR W/ WEEPS 6"1'-4" C.I.P. CONCRETE FOUNDATION PER STRUCTURAL WATERPROOF MEMBRANE TO 1'-0" BELOW FINISH GRADE MORTAR WASH STONE TIES GROUT CAVITY SOLID THROUGH-WALL FLASHING AIR SPACE CAVITY LEVEL 1 EL:0' - 0" 9 LEVEL 0 EL:-0' - 6" 1'-8" PRECAST CONCRETE WATER TABLE 4" BRICK VENEER FINISH GRADE PER LANDSCAPE 1'-2"1"1'-0"8" 1" MORTAR W/ WEEPS C.I.P. CONCRETE FOUNDATION PER STRUCTURAL WATERPROOF MEMBRANE TO 1'-0" BELOW FINISH GRADE MORTAR WASH STONE TIES THROUGH WALL FLASHING GROUT CAVITY SOLID HEAD JOINT WEEPS @ 2'-0" OC 1/2" JOINT FILLER & SEALANT PAVING PER LANDSCAPE 15 N LVL POST PER STRUCTURAL 1'-3 5/8"6 1/8" 9 1/2" 1"-THICK RIGID BOARD CAVITY INSULATION 2x6 WOOD FRAMING PER STRUCTURAL BRICK TIE LINE OF STEEL ANGLE BELOW PER STRUCTURAL WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER LINE OF METAL TRIM BELOW BACKER ROD AND SEALANT 4" BRICK VENEER STEEL POST PER STRUCTURAL FIBER CEMENT PANEL PREFINISHED EXTRUDED ALUMINUM TRIM 3 A322 SIM1'-2 1/2"REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 3" = 1'-0"8/2/2016 5:13:06 PM8 - 3 - 2016 TA/PM PM/DD EXTERIOR PLAN DETAILS - BRICK MASONRY 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A324201420SCALE: 3" = 1'-0"1 BRICK FIN DETAIL @ GRID 9 SCALE: 3" = 1'-0"2 BRICK MASONRY WING WALL @ SOUTH ENTRY SCALE: 3" = 1'-0"3 NORTH FIN WALL BRICK TRANSITION SCALE: 3" = 1'-0"4 NORTH FIN WALL FOUNDATION DETAIL SCALE: 3" = 1'-0"5 BRICK MASONRY FOUNDATION DETAIL @ SOUTH ENTRY WING WALL SCALE: 3" = 1'-0"6 BRICK FIN PLAN DETAIL @ GRID 15 LEVEL 1 EL:0' - 0" 21 LEVEL 0 EL:-0' - 6"VARIES - SEE FOUNDATION PLAN2'-0"FULLY ADHERED 2" RIGID INSULATION, TYPICAL AT STEM WALLS DIRECT-APPLIED TEXTURED ACRYLIC FINISH FINISH GRADE, VARIES. SEE LANDSCAPE PREFINISHED METAL FLASHING, MEMBRANE FLASHING OVER TOP EDGE, TYPICAL WATERPROOF MEMBRANE TO 1'-0" BELOW LEVEL 1 AT FOUNDATION WALL, TYPICAL 1"-THICK RIGID BOARD CAVITY INSULATION 1" RIGID INSULATION THERMAL BREAK AT SLAB EDGE, TYPICAL CIP FOUNDATION WALL & SOG 2" RIGID UNDERSLAB INSULATION, TYPICAL2"5 1/2"4 1/2"5"2"PER STRUCTURALE-2 1/2"FIBER CEMENT PANEL W/ METAL SCREEN AT BOTTOM PANEL, TYPICAL PRESERVATIVE TREATED SILL PLATES. SEE STRUCTURAL DRAWINGS PRESERVATIVE TREATED 2X FURRING WALL (FLAT). TYPICAL AT 24" STEM WALL ONLY CONTINUOUS VAPOR RETARDER PT SILL PLATE CAVITY WATERPROOF MEMBRANE 3"1/2"21 PREFINISHED ALUMINUM FIN BEYOND. FIBER CEMENT PANEL & 1X6 STRAPPING, TYPICAL. SEE A212 FIBERGLASS WINDOW INSULATED SHEATHING, TYPICAL. SOLID SURFACE SILL PTD GWB FINISH, TYPICAL. WINDOW PAN FLASHING CONTINUOUS VAPOR RETARDER FIBER CEMENT PANEL BEYOND 21 PREFINISHED ALUMINUM FIN BEYOND FIBER CEMENT PANEL. & 1x6 STRAPPING, TYPICAL SEE A212 FIBERGLASS WINDOW 1"-THICK RIGID BOARD CAVITY INSULATION GWB RETURN AT WINDOW HEAD, TYPICAL PTD GWB FINISH, TYPICAL MEMBRANE FLASHING AT WINDOW OPENING AND AT FLASHING HEAD WINDOW HEAD FLASHING CONTINUOUS VAPOR RETARDER HEADER, PER STRUCTURAL 3/8"METAL EDGE BEAD 1X NAILER AT HEAD BACKER ROD AND SEALANT SHIM SPACE - SPRAY FOAM INSULATION IN VOIDS LEVEL 3 EL:24' - 8" 21 F 1 FIBER CEMENT PANEL & 1X6 STRAPPING, TYPICAL SEE A212 INSULATED RIM BOARD, TYPICAL PER STRUCTURAL. BATT INSULATION AT FLOOR CAVITY WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER C 2 3/8"FIBER CEMENT PANEL JOINT SEE A212 FOR LOCATIONS ROOF (T.O. DECK) EL:46' - 0" 21 1/2"-THICK FIRE TREATED PLYWOOD SLOPED PRESERVATIVE TREATED 2X LOOKOUT FRAMING AT 1'-4" O.C. CONTINUOUS 2X PRESERVATIVE TREATED LUMBER AT EDGE. 2X6 PRESERVATIVE TREATED PARAPET WALL & MINERAL WOOL BATT INSULATION R-1 1/2" COVER BOARD, TYPICAL . PVC MEMBRANE ROOFING AND TERMINATION PER MANUFACTURER DETAILS FLEXIBLE PVC WALKWAY AT ROOF EDGE,TYPICAL. 1"-THICK RIGID BOARD CAVITY INSULATION 1/4" SLOPE MIN.VARIES2"FIBER CEMENT PANEL JOINT, TYPICAL.3/8"LVL RIM BOARDS, PER STRUCTURAL. RIGID INSULATION AT RIM BOARD LOCATION, TYPICAL. SELF-ADHERING SHEET VAPOR RETARDER PER ROOFING SYSTEM 4"1 1/2" 1'-0" PREFINISHED ALUMINUM COPING ASSEMBLY1'-8 1/2"CONTINUOUS 2X CORNICE NAILERS AND BLOCKING CONTINUOUS PVC MEMBRANE ROOFING SYSTEM EXTEND TO DRIP & LAP UNDER HOOK STRIP CONTINUOUS ALUMINUM HOOK STRIP TYPICAL U RATED WINDOW WINDOW PAN FLASHING FIBER CEMENT PANEL & 1X6 STRAPPING, TYPICAL SEE A212 1"-THICK RIGID BOARD CAVITY INSULATION SOLID SURFACE SILL PTD GWB FINISH, TYPICAL CONTINUOUS VAPOR RETARDER PREMANUFACTURED WINDOW SILL, PER SCHEDULE CAVITY WATERPROOF MEMBRANE U FIBER CEMENT PANEL. & 1x6 STRAPPING, TYPICAL SEE A212 RATED WINDOW 1"-THICK RIGID BOARD CAVITY INSULATION GWB RETURN AT WINDOW HEAD, TYPICAL PTD GWB FINISH, TYPICAL MEMBRANE FLASHING AT WINDOW OPENING AND AT FLASHING HEAD WINDOW HEAD FLASHING CONTINUOUS VAPOR RETARDER HEADER, PER STRUCTURAL METAL EDGE BEAD SEALANT BACKER ROD AND SEALANT SHIM SPACE - SPRAY FOAM INSULATION IN VOIDS 1/4"PREMANUFACTURED WINDOW SILL, PER SCHEDULE LEVEL 1 EL:0' - 0" U SEALANT CIP CONCRETE SIDEWALK, PER LANDSCAPE 1/2"-THICK EXPANSION JOINT FILLER RIGID INSULATION AT FOUNDATION WALL CIP FOUNDATION WALL & SOG 2" RIGID UNDERSLAB INSULATION, TYPICAL CRUSHED STONE BASE, PER STRUCTURAL PARGING BEYOND FIBER CEMENT PANEL BEYOND REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 3" = 1'-0"8/2/2016 5:13:08 PM8 - 3 - 2016 TA/PM PM/DD EXTERIOR SECTION DETAILS - FIBER CEMENT PANEL 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A330201420SCALE: 3" = 1'-0"1 STEM WALL AT GRIDLINE 21 SCALE: 3" = 1'-0"2 TYPICAL WINDOW SILL -FIBER CEMENT PANEL SCALE: 3" = 1'-0"3 TYPICAL WINDOW HEAD - FIBER CEMENT PANEL SCALE: 3" = 1'-0"4 TYPICAL FLOOR PERIMETER - FIBER CEMENT PANEL SCALE: 3" = 1'-0"5 TYPICAL E-2 WALL COPING SCALE: 3" = 1'-0"7 FIRE RATED WINDOW SILL SCALE: 3" = 1'-0"8 FIRE RATED WINDOW HEAD SCALE: 3" = 1'-0"6 STAIR 2 - EXIT DOOR LANDING M 3/8"1/2"1/2"3/8"PREFINISHED ALUMINUM HOODED WALL CAP WITH BUILT IN BIRD SCREEN AND DAMPEREQ EQGWB CEILING WOOD FRAMED SOFFIT EXHAUST DUCT FROM KITCHEN/BATHROOM PREFABRICATED METAL SLEEVE SEAL PENETRATION AT WATER RESISTIVE BARRIER SEAL BETWEEN SLEEVE AND CAP FLOOR ASSEMBLY PER TYPE WALL ASSEMBLY PER TYPE 5/8"PRE-CUT HOLE IN PANEL FOR VENT SLEEVE BIRD SCREEN USE COLLAR TO CLAMP WALL CAP TO PANEL S 1/2"EQ1/2"EQ3/8"3/8"PREFINISHED ALUMINUM VENT HOOD WITH BUILT IN BIRD SCREEN AND DAMPER VENTILATION UNIT WITH FAN INNER AIR DUCT WITH AIR FLOW RECTIFIER, CERAMIC REGENERATOR & FILTER SEAL PENETRATION AT WATER RESISTIVE BARRIER SEAL BETWEEN INNER & OUTER DUCTS FLOOR ASSEMBLY PER TYPE WALL ASSEMBLY PER TYPE PRE-CUT HOLE IN PANEL FOR VENT SLEEVE USE COLLAR TO CLAMP VENT TO PANEL SCREEN MOUNTING PLATE REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 3" = 1'-0"8/2/2016 5:13:09 PM8 - 3 - 2016 TA PM/DD EXTERIOR SECTIONS DETAILS - FIBER CEMENT PANEL 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A331201420SCALE: 3" = 1'-0"2 EXHAUST VENT AT FCP-2 SCALE: 3" = 1'-0"3 ERV VENT AT FCP-2 10 M WALL BASE AT INTERIOR PER FINISH SCHEDULE PTD GWB FINISH, TYPICAL 2 2x6 WD FRAMING AT 16" O.C. PER STRUCTURAL DRAWINGS. VERTICAL PAINTED 1X6 FURRING, TYPICAL 1"-THICK RIGID BOARD CAVITY INSULATION #30 BUILDING PAPER - TAPE SEAMS, TYPICAL FIBER CEMENT PANEL & COLOR MATCHED FASTENER BY PANEL MANUFACTURER SEE A212 FOR PANEL SIZE, TYPE, ORIENTATION & COURSING FULL DEPTH CAVITY INSULATION, TYPICAL PREFINISHED EXTRUDED ALUMINUM TRIM, TYPICAL 1/2"-THICK PLYWOOD CAVITY WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER THERMALLY BROKEN ALUMINUM STOREFRONT SYSTEM PREFINISHED EXTRUDED ALUMINUM TRIM 1"-THICK RIGID BOARD CAVITY INSULATION PTD GWB INTERIOR FINISH BACKER ROD & SEALANT JOINT SEMI-RECESSED ACCESS CONTROL DEVICE - BUILDING CALL BOX MEMBRANE FLASHING AT WALL PENETRATION, TYPICAL VERTICAL PAINTED 1X6 FURRING, TYPICAL FIBER CEMENT PANEL & COLOR MATCHED FASTENER BY PANEL MANUFACTURER. SEE A212 FOR PANEL SIZE, TYPE, ORIENTATION & COURSING. #30 BUILDING PAPER - TAPE SEAMS, TYPICAL CAVITY WATERPROOF MEMBRANE METAL EDGE BEAD N 16 EDGE OF PREFINISHED STEM WALL CAP FLASHING BELOW. PTD GWB FINISH, TYPICAL. 2x6 WD FRAMING AT 16" O.C. PER STRUCTURAL VERTICAL PAINTED 1X6 FURRING, TYPICAL 1/2"-THICK PLYWOOD #30 BUILDING PAPER - TAPE SEAMS, TYPICAL FIBER CEMENT PANEL & COLOR MATCHED FASTENER BY PANEL MANUFACTURER. SEE A212 FOR PANEL SIZE, TYPE, ORIENTATION & COURSING. FULL DEPTH CAVITY INSULATION, TYPICAL. 1/2" PLYWOOD SHEAR PANEL. SEE A110 & A111 FOR WALL TYPE LOCATIONS. PER STRUCTURAL 2 EPDM GASKET AT VERTICAL PANEL JOINT BY PANEL MANUFACTURER, TYPICAL 1"-THICK RIGID BOARD CAVITY INSULATION CAVITY WATERPROOF MEMBRANE CONTINUOUS VAPOR RETARDER 15 VERTICAL PAINTED 1X6 FURRING, TYPICAL 1"-THICK RIGID BOARD CAVITY INSULATION FIBER CEMENT PANEL & COLOR MATCHED FASTENER BY PANEL MANUFACTURER. SEE A211 FOR PANEL SIZE, TYPE, ORIENTATION & COURSING. #30 BUILDING PAPER - TAPE SEAMS, TYPICAL CAVITY WATERPROOF MEMBRANE PREFINISHED EXTRUDED ALUMINUM TRIM, TYPICAL O 21 21.1 PREFINISHED EXTRUDED ALUMINUM TRIM 1/2" PLYWOOD SHEAR PANEL. SEE A110 & A111 FOR PARTITION TYPE LOCATIONS. PER STRUCTURAL 2X8 WALL FRAMING, PER STRUCTURAL FIBER CEMENT PANEL & COLOR MATCHED FASTENER BY PANEL MANUFACTURER SEE A212 PANEL SIZE, TYPE, ORIENTATION & COURSING VERTICAL PAINTED 1X6 FURRING, TYPICAL #30 BUILDING PAPER - TAPE SEAMS, TYPICAL CAVITY WATERPROOF MEMBRANE M 1"-THICK RIGID BOARD CAVITY INSULATION PREFINISHED ALUMINUM BRAKE METAL FIN, TYPICAL. FIBERGLASS WINDOW, TYPICAL PTD GWB FINISH, TYPICAL FILL ALL VOIDS AT RO WITH LOW-EXPANSION POLYURETHANE FOAM, TYPICAL. 1/2"-THICK PLYWOOD CAVITY WATERPROOF MEMBRANE 1/2"1 1/2" 1" 2"5"1X NAILER AT JAMBS 1"4"METAL EDGE BEAD VERTICAL PAINTED 1X6 FURRING, TYPICAL REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 3" = 1'-0"8/2/2016 5:13:11 PM8 - 3 - 2016 TA/PM PM/DD EXTERIOR PLAN DETAILS - FIBER CEMENT PANEL 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A332201420SCALE: 3" = 1'-0"1 TYPICAL OUTSIDE CORNER SCALE: 3" = 1'-0"2 PANEL TO STOREFRONT TRANSITION AT SOUTH ENTRY SCALE: 3" = 1'-0"3 TYPICAL VERTICAL JOINT SCALE: 3" = 1'-0"4 INSIDE CORNER - WOVEN SCALE: 3" = 1'-0"5 EXTERIOR WALL & TYPICAL INSIDE CORNER SCALE: 3" = 1'-0"6 TYPICAL WINDOW JAMB & VERTICAL FIN A360 2 A360 3 10'-0"18'-0"GARBAGE COMPACTOR, (BY OTHERS) 16" DIAMETER REINFORCED CONCRETE PIER 4" X 4" GALVANIZED STEEL TUBE FRAME & POSTS 5" REINFORCED CONCRETE SLAB ON 12" CRUSHED STONE 4 A360 LEVEL 1 EL:0' - 0" FIBER CEMENT PANELS 4 1/2"8'-6"8'-6"4 1/2" 18'-0" 1"1"1"3/4"5 1/2"4" X 4" GALVANIZED STEEL TUBE CORNER POST (EMBED IN CONCRETE PIER TO DEPTH OF 4'-0") 16" DIAMETER REINFORCED CONCRETE PIER 6'-0"ENCLOSURE GATES: 4"X4" GALVANIZED STEEL TUBE FRAME (SHOWN DASHED) WITH FIBER CEMENT PANELS & HEAVY DUTY HINGES 4'-0"7'-2 1/4"LEVEL 1 EL:0' - 0" FIBER CEMENT PANELS 5 1/2"3/4"4"X4" GALVANIZED STEEL TUBE CORNER POSTED (EMBED IN CONCRETE PIER TO DEPTH OF 4'-0") 16" DIAMETER REINFORCED CONCRETE PIER 4"X4" GALVANIZED STEEL TUBE FRAME (SHOWN DASHED) (EMBED POSTS 4'-0" INTO CONCRETE PIER)6'-0"4'-0"7'-2 1/4"LEVEL 1 EL:0' - 0" GARBAGE COMPACTOR (BY OTHERS) 4"X4" GALVANIZED STEEL TUBE FRAME (EMBED POSTS 4'-0" INTO CONCRETE PIER, TYP.6'-0"4'-0"5" REINFORCED CONCRETE SLAB ON 12" CRUSHED STONE 16" DIAMETER REINFORCED CONCRETE PIER ENCLOSURE GATES: 4"X4" STEEL TUBE FRAME WITH FIBER CEMENT PANELS & HEAVY DUTY HINGES FIBER CEMENT PANELS REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:13:12 PM8 - 3 - 2016 TA/KB DD/PM WASTE ENCLOSURE 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A360201420SCALE: 1/4" = 1'-0"1 WASTE/RECYCLING ENCLOSURE SCALE: 1/4" = 1'-0"2 EAST ELEVATION ENCLOSURE SCALE: 1/4" = 1'-0"3 SOUTH ELEVATION ENCLOSURE SCALE: 1/4" = 1'-0"4 TRASH ENCLOSURE CROSS SECTION G 9 L 6 A371 A371 5 TO GRID2'-9 1/4"7'-0"7'-0"1'-4 1/2"SPLASH BLOCK BELOW. PER LANDSCAPE SIGNAGE, SEE ELEVATION PREFINISHED ALUMINUM COPING CANOPY STRUCTURE, PER STRUCTURAL PREFINISHED ALUMINUM SCUPPER POUR OFF 22'-9 1/4"10"3'-0"2 A371 SIM 1 A371 SIM 3 A371 SIM 9.1 2'-10 1/4" CL CL CL LVL COLUMN PER STRUCTURAL. TYPICAL AT CANOPY SUPPORT LOCATIONS. FACE OF FRAMING FACE OF FRAMINGFACE OF FRAMINGCLSTEELCL FIBERGLASS WINDOW E-1 E-2 STEEL BEAM BELOW, SEE STRUCTURAL 102.5°7'-0"3'-0"4'-0"CRICKET PAINTED STEEL HANGER, TYPICAL. SEE STRUCTURAL PVC MEMBRANE ROOFING SLOPE TODRAIN1/4" SLOPE PERFOOT MIN.8 T C U 13 12 3 A372 1 A372 13'-7"32'-6 3/4"ROOF DRAIN DOWNSPOUT LEADER BELOW STEEL COLUMN & BEAM BELOW, PER STRUCTURAL 9 0 . 0 °102.5°90.0°C.1 PVC MEMBRANE ROOFING E-21/4" SLOPE PERFOOT MIN.1/4" SLOPE PERFOOT MIN.1/4" SLOPE PERFOOT MIN.G 9 10 L L 1 A371 6 A371 3 A371 P R R R SOFFIT VENT BRAKE METAL, SHOP FINISHED TO MATCH WATER TABLE T 2 A371 9.1 E-1 E-2 T 6'-0 1/2"1'-6 3/4"5'-6"5'-6"FACE OF FRAMING FACE OF FRAMING SURFACE MOUNTED LIGHT FIXTURE, TYPICAL EQEQ EQ EQ 8 T C C U 13 12 3 A372 1 A372 T UR 1' - 6"6'-8 1/2" CL STRUCTURE PREFINISHED ALUMINUM COPING LEADER FROM ROOF DRAIN COLUMN, SEE STRUCTURAL P P C.1 SURFACE MOUNTED LIGHT FIXTURE, TYPICAL 10'-3 1/4" 1'-5 3/4" SOFFIT VENT CONTROL JOINTS SOFFIT, CONTROL JOINTS PER MANUFACTURER, APPROVED BY ARCHITECTEQEQ EQ EQ REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:13:13 PM8 - 3 - 2016 TA DD/PM CANOPY ROOF & CEILING PLANS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A370201420SCALE: 1/4" = 1'-0"1 SOUTH ENTRY CANOPY PLAN SCALE: 1/4" = 1'-0"2 NORTH ENTRY CANOPY PLAN SCALE: 1/4" = 1'-0"3 SOUTH CANOPY CEILING PLAN SCALE: 1/4" = 1'-0"4 NORTH CANOPY CEILING PLAN PVC MEMBRANE ROOFING TAPERED RIGID INSULATION FIRE TREATED PLYWOOD SHEATHING PER STRUCTURAL. FIRE TREATED WOOD FRAMING & HANGER PER STRUCTURAL 1/2" FIBERGLASS GYPSUM MAT SHEATHING CEMENTITIOUS FINISH, INTEGRAL COLOR 1/2" COVER BOARD SELF ADHERING VAPOR RETARDER PREFINISHED HSS ROD HANGER & PLATES PER STRUCTURAL. 1/2" FIRE TREATED PLYWOOD CONT. LED LIGHT FIXTURE 1" FABRIC VENT 9.1 PER STRUCTURALCL CL 5"SHEATHING3 1/2"SHEATHING1'-1"3 3/4" SHEATHING 4" CL STEEL CONTINUOUS 2X NAILER AT EDGE. SLOPED 2X LADDER FRAMING. STEEL BEAM & BLOCKING PER STRUCTURAL. FLASHING AT KNIFE PLATE, TYPICAL. SHEATHING 10 1/2"2 1/2"G 1/4" SLOPE MIN. CONTINUOUS PVC MEMBRANE ROOFING SYSTEM TAPERED RIGID INSULATION 1/2" COVER BOARD, 1/4" PER 1'-0" MIN. CONTINUOUS VAPOR RETARDER WATERPROOF MEMBRANE THROUGH WALL FLASHING 2X FIRE TREATED WOOD FRAMING & BLOCKING, PER STRUCTURAL 1/2" FIBERGLASS GYPSUM MAT SHEATHING CEMENTITIOUS FINISH, INTEGRAL COLOR FIRE TREATED WOOD STRAPPING 1"-THICK RIGID BOARD CAVITY INSULATION FIBER CEMENT PANEL W/ METAL SCREEN AT BOTTOM PANEL, TYPICAL METAL BASE PLATE ATTACHED STEEL BEAM, PER STRUCTURAL METAL STRUT CONNECTION, PER STRUCTURAL STEEL BEAM BEYOND, PER STRUCTURAL PREFINISHED ALUMINUM COPING ASSEMBLY SLOPED TO DRAIN. STL PLATE AT FACE OF SHEATHING PER STRUCTURAL. LAG SCREWS TO LVL COLUMN PER STRUCTURAL. STL PLATE (HIDDEN) AT FACE OF SHEATHING PER STRUCTURAL. LVL COLUMN IN EXTERIOR WALL CAVITY. COORDINATE PROJECTING PLATE WITH BRICK COURSING, TYPICAL. CL STEEL SHOP PRIMED STL HANGER PER STRUCTURAL BRICK MASONRY VENEER WALL PREFINISHED ALUMINUM COPING BEYOND PREFINISHED ALUMINUM COPING SCUPPER, SLOPED TO DRAIN. PVC MEMBRANE ROOFING TURNED UP CONTINUOUS PVC MEMBRANE ROOFING SYSTEM. SLOPED TO DRAIN. 1/4" PER 1'-0" MIN. 1/2" COVER BOARD SLOPED RIGID INSULATION FIRE TREATED PLYWOOD SEALANT BLOCKING TO SUPPORT SCUPPER 1/2" FIBERGLASS GYPSUM MAT SHEATHING CEMENTITIOUS FINISH, INTEGRAL COLOR FABRIC VENT PREFINISHED METAL COPING LEVEL 2 EL:14' - 0" 9 1/4" SLOPE MIN. 1/2" FIBERGLASS GYPSUM MAT SHEATHING CEMENTITIOUS FINISH, INTEGRAL COLOR CONTINUOUS PVC MEMBRANE ROOFING SYSTEM. SLOPED TO DRAIN. 1/4" PER 1'-0" MIN. TAPERED RIGID ROOF INSULATION 2X FIRE TREATED WOOD FRAMING & BLOCKING, PER STRUCTURAL 1/2" COVER BOARD, 1/4" PER 1'-0" MIN. BLOCKING AS NEEDED CONTINUOUS VAPOR RETARDER WATERPROOF BARRIER STEEL BEAM, PER STRUCTURAL STEEL ANGLE, PER STRUCTURAL THROUGH WALL METAL FLASHING MORTAR WASH BRICK TIE, TYP. BRICK WYTHE 1"-THICK RIGID BOARD CAVITY INSULATION 2 TYPICAL BRICK FACE LOCATION 6 1/4"1 3/4" 1/4" STEEL BEAM, PER STRUCTURAL 2X10 CEILING FRAMING, PER STRUCTURAL 2 3/4" CL STEEL FIRE TREATED 2X10 FRAMING, PER STRUCTURAL F 1 LIP STRETCHER BRICK. TYPICAL AT RELIEVING ANGLES. WEEP BAFFLE AT HEAD JOINT 2'-0" O.C. PEA STONE REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 3" = 1'-0"8/2/2016 5:13:15 PM8 - 3 - 2016 TA DD/PM SOUTH CANOPY DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A371201420SCALE: 3" = 1'-0"1 SOUTH CANOPY COPINGSCALE: 3" = 1'-0"3 SOUTH ENTRY CANOPY TO CLADDING SCALE: 3" = 1'-0"5 STRUT CONNECTION SCALE: 3" = 1'-0"4 SOUTH CANOPY SUPPORT CONNECTION SCALE: 3" = 1'-0"2 SOUTH CANOPY SCUPPER DETAIL SCALE: 3" = 1'-0"6 SOUTH ENTRY CANOPY DETAIL 8 TAPERED RIGID INSULATION 3/4" FIRE TREATED PLYWOOD 2X FIRE TREATED WOOD FRAMING & BLOCKING, STRUCTURAL 1/2" FIBERGLASS GYPSUM MAT SHEATHING CEMENTITIOUS FINISH, INTEGRAL COLOR 1/2" COVER BOARD, 1/4" PER 1'-0" MIN. CONTINUOUS VAPOR RETARDER PVC ROOFING MEMBRANE 1"-THICK RIGID INSULATION LAG SCREWS, PER STRUCTURAL FIBER CEMENT PANEL, TYPICAL 1/4" SLOPE MIN.8"1/4"PER MANUFACTURERRECOMMENDATIONS1X3 FIREPROOF STRAPPING THROUGH WALL FLASHING 13 PVC MEMBRANE ROOFING SYSTEM. SLOPED TO DRAIN. 1/4" PER 1'-0" MIN. TAPERED RIGID INSULATION FIRE TREATED PLYWOOD SHEATHING PER STRUCTURAL 2X FIRE TREATED WOOD FRAMING & BLOCKING. SEE STRUCTURAL DRAWINGS. 1/2" FIBERGLASS GYPSUM MAT SHEATHING CEMENTITIOUS FINISH, INTEGRAL COLOR. 1/2" COVER BOARD SELF ADHERING MEMBRANE FLASHING STEEL COLUMN, PER STRUCTURALSHEATHING1'-2 1/2"SHEATHING4"SHEATHING 3 3/4" SHEATHING 1'-0" 1/4" SLOPE MIN. 1 3/4" FLEXIBLE WALKWAY AT ROOF EDGE,TYP.2 1/2"SHEATHING 3 3/4" SHEATHING 6" CL 1'-5 1/2"2'-8" PVC MEMBRANE ROOFING STANDARD COPING TERMINATION STEEL BEAM, PER STRUCTURAL 1" FABRIC VENT CONTINUOUS VAPOR RETARDER 1X3 FIREPROOF STRAPPING PAINTED ALUMINUM DOWNSPOUT CONTINUOUS LED LIGHT, PER SPEC 1'-6 1/2"13 C.1 STEEL COLUMN AND BASEPLATE, PER STRUCTURAL CONCRETE FOOTING, PER STRUCTURAL PAINTED ALUMINUM DOWNSPOUT SUBGRADE CONNECTION TO STORMWATER SYSTEM, PER CIVIL 1/2" EXTERIOR SEALANT JOINT PEDESTRIAN PAVING PER LANDSCAPE CONTROL JOINT 2'-0"1'-0"REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 3" = 1'-0"8/2/2016 5:13:17 PM8 - 3 - 2016 TA PM NORTH CANOPY DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A372201420SCALE: 3" = 1'-0"3 NORTH CANOPY WALL INTERSECTION SCALE: 3" = 1'-0"1 NORTH CANOPY COPING SCALE: 3" = 1'-0"2 NORTH CANOPY COLUMN BASE ROOF (T.O. DECK) EL:46' - 0" ROOF DRAIN, PER SPEC PVC ROOFING MEMBRANE, PER SPEC. SLOPED TO DRAIN TAPERED RIGID INSULATION 1/2" COVER BOARD, 1/4" PER 1'-0" MIN. CONTINUOUS VAPOR RETARDER LINE OF ROOF STRUCTURE BEYOND, PER STRUCTURAL C EL: C3 9' - 1 1/2"AFF ROOF (T.O. DECK) EL:46' - 0" BOND BEAM, SEE STRUCTURAL VENT, SEE SPEC 1/4" SLOPE MIN. 1/4" SLOPE MIN. PVC ROOFING MEMBRANE PER SPEC. SLOPED TO DRAIN TAPERED RIGID INSULATION 1/2"-THICK COVER BOARD, 1/4" PER 1'-0" MIN. COMPOSITE DECKING, SEE STRUCTURAL PVC ROOFING MEMBRANE PER SPEC. SLOPED TO DRAIN TAPERED RIGID INSULATION8"1/2"-THICK PLYWOOD METAL FLASHING I-9 FIBER CEMENT PANEL, WALL TYPE E-2, 1X6 WOOD FURRING BACKER ROD AND SEALANT BACKER ROD AND SEALANT 3/4" FIRE TREATED PLYWOOD 1/2" COVER BOARD, 1/4" PER 1'-0" MIN. CONTINUOUS VAPOR RETARDER PVC ROOFING MEMBRANE 1/2"-THICK PLYWOOD THROUGH WALL FLASHING PT STRAPPING PREFINISHED ALUMINUM COPING ASSEMBLY CONTINUOUS ALUMINUM HOOK STRIP TYPICAL ROOF (T.O. DECK) EL:46' - 0" 1/4" SLOPE MIN. CONTINUOUS VAPOR RETARDER PVC ROOFING MEMBRANE, PER SPEC TAPERED RIGID INSULATION ROOF ACCESS STAIR, SEE SPEC. FRAMING, SEE STRUCTURAL ROOF HATCH, SEE SPEC. 1/4" SLOPE MIN. ROOF (T.O. DECK) EL:46' - 0" PVC ROOFING MEMBRANE, PER SPEC TAPERED RIGID INSULATION 1/2" COVER BOARD, 1/4" PER 1'-0" MIN. CONTINUOUS VAPOR RETARDER 2X PT FRAMING F 1 1/4" SLOPE MIN.2'-0" MIN.CONDENSOR RACKING SYSTEM PREFABRICATED ROOFTOP CURB FOR REFRIGERANT PIPING ENTRY. ROUTING & REFRIGERANT LINE MANAGEMENT, PER MECHANICAL. ROOF (T.O. DECK) EL:46' - 0" 1/4" SLOPE MIN. CONTINUOUS VAPOR RETARDER PVC ROOFING MEMBRANE, PER SPEC TAPERED RIGID INSULATION 1/2" COVER BOARD, 1/4" PER 1'-0" MIN. FALL PROTECTION SYSTEM SUPPORT FLASHING, PER SPEC FALL PROTECTION SYSTEM TIE-OFF LINE SUPPORT FRAMING AS REQ'D BASE PLATE 3/4"-THICK PLYWOOD C 2 1"STRAPPING LAYER REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:13:19 PM8 - 3 - 2016 TA DD/PM ROOF DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A373201420SCALE: 3" = 1'-0"4 TYPICAL ROOF DRAIN SCALE: 3" = 1'-0"1 ROOF @ ELEVATOR OVERRUN SCALE: 1 1/2" = 1'-0"3 ROOF @ HATCH SCALE: 3" = 1'-0"2 TYPICAL MECHANICAL ROOF CURB SCALE: 3" = 1'-0"5 TYPICAL ROOF TIE DOWN 8 CMU ELEVATOR SHAFT INSULATED 2X WALL FIBER CEMENT TIE OFF SYSTEM ANCHOR BLOCKING PER STRUCTURAL REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 3" = 1'-0"8/2/2016 5:13:20 PM8 - 3 - 2016 TA DD/PM ROOF TIE OFF SYSTEM DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A374201420SCALE: 3" = 1'-0"1 Section 23 DN UP FAB C UP FFF FRECESSED ALUMINUM WALK-OFF MAT W/ 12" BORDER TILE POLISHED CONCRETE SLAB KITCHENETTE WOMEN'S REST. RM 117 MEN'S REST. RM 119 LOBBY 100 SERVICE HALL 005 UNFINISHED TENANT SPACE SOUTH ENTRY 113 NORTH ENTRY 118 FLEX 116 KITCHEN 111D CONFERENCE 111C OFFICE 111A STAIR 2 2-1 FORBO FLOTEX 18"x18" TILES, TYPICAL OF HAP OFFICES ? ? A402 4 A401 5 A401 6 A401 7 A4019 A401 1 4 A401 3 A4012 A405 5 A405 6 A405 9 1 7 8 A402 5 A403 8 DESKS, STORAGE & SEATING BY OWNER. HAP - RECEPTION 111 OPEN OFFICE 111B LINE OF SOFFIT ABOVE ELECTRICAL 123 A4035 10 -0' - 6" A403 3 A403 2 7 6 1 A403 4 A402 6 7 8 9 A402 16 15 14 17 A403 9 RECESSED ALUMINUM WALK-OFF MAT W/ 12" BORDER TILE RAMP MECHANICAL 115 118.1 116 114 112 111B111C 111A 111 115 004.1 005.1 117 119 123.1 003.1 2-1E 3 1 2 A402 10 11 12 A402 13 HOISTWAY 4-1 A404 2 3 4 1 A404 7 8 5 6 A405 10 13 12 11 A410 3 2 5 4 A410 8 7 10 9 1 A301 2 A301 CARPET TILE CIP CONC. TILE CONCRETE 2 A500 3 A500 5 A500 LINOLEUM CARPETTILE 3 A500 SIM CARPET TILETILE1 A500 W A L K O F F M A T P O L IS H E D C O N C R E T E 4 A300 9 0 . 0 ° 9 0 .0 °9 0 .0 °9 0 . 0 ° 90.0°110.0°1 4 0 .0 °2'-7 1/4"A401 8 SMOKE CURTAIN ENCLOSURE ABOVE STAVED WOOD COLUMN COVER A602 1 Sim A410 13 14 11 12 ACCORDION FIRE DOOR 5 A501 1 A501 2 A501 7 4 .5 °90.0°90.0° 002.1 121 ALL GENDER REST. RM 121 TEL/DATA 120 120 REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:13:23 PM8 - 3 - 2016 PM/TA/MR PM/DD ENLARGED PLAN - LEVEL 1 LOBBY 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A400201420 CL CL MAX AFF3'-11"7'-9"HALL POSITION INDICATOR HALL STATION VINYL WALL COVERING (SHOWN W/ SHADING) 4" TILE BASE RECESSED SMOKE CURTAIN (SHOWN DASHED) RECESSED MAILBOX UNIT 1'-3 3/4"STAINLESS STEEL AUXILIARY RAILS (SMOKE SHUTTER) LEVEL 1 EL:0' - 0" RECESSED TENANT MAILBOXES 4" TILE BASE PAINTED GWB 1'-3"9'-2"10"RECESSED SMOKE CURTAIN GWB SOFFIT VINYL WALL COVERING (SHOWN W/ SHADING) CL CL5'-11 3/4"EQ 10'-0"FCP-1 FIBER CEMENT WALL FINISH, SEE SCHEDULE ALUMINUM STOREFRONT SYSTEM, SEE SPECIFICATIONCL2'-1"7'-1"10"9'-2"GWB SOFFIT PANIC HARDWARE 9'-2"FCP-1 FIBER CEMENT WALL FINISH, SEE SCHEDULE FIRE RATED HM FRAME AND DOOR PTD GWB SOFFIT 4" TILE BASE CL CL CL CL EQEQEQEQEQCL2'-1"CL6 9/16" CL ISF1 NOTE: FR= 20 MINUTE FIRE RATED GLASS FR FR FR10'-0"FIRE RATED HM FRAME AND GLAZING 7 1/4" 1'-0 1/4" 3'-1 3/4" FR FR FR FR FR FR FR FR 4" TILE BASE VINYL WALL COVERING (SHOWN SHADED) CL 3'-10" CL10"9'-2"AFF1'-6"HM DOOR FRAME & SIDELIGHT PAINTED GWB SOFFIT FR 10'-0"CL 6'-9"LEVEL 1 EL:0' - 0" FCP-1 FIBER CEMENT WALL FINISH, SEE SCHEDULE 9'-2"OPEN TO STAIR 2 ALUMINUM STOREFRONT SYSTEM CLCLEQ6'-0"EQ CL2'-1"7'-1"9'-2"F CL MANUAL PULL STATION, PER ELECTRICAL DWGS HOSE VALVE CABINET 4" TILE BASE METAL PAN STAIR, SEE A601 & A 602 WALL MOUNTED HANDRAIL PER SPECIFICATION WON-DOOR POCKET2'-5"9'-2"CURVED PLASTER WALL 4" RUBBER BASE @ CURVED PLASTER WALL TILE BASE LEVEL 1 EL:0' - 0" ISF29'-2"FR FR FR FIRE RATED HM FRAME AND GLAZING REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:13:26 PM8 - 3 - 2016 TA/MR PM/DD INTERIOR ELEVATIONS - LEVEL 1 LOBBY155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A401201420SCALE: 1/4" = 1'-0"4 LOBBY 100 SCALE: 1/4" = 1'-0"5 LOBBY 100 SCALE: 1/4" = 1'-0"6 LOBBY 100 SCALE: 1/4" = 1'-0"7 LOBBY 100 SCALE: 1/4" = 1'-0"9 LOBBY 100 SCALE: 1/4" = 1'-0"1 LOBBY 100 SCALE: 1/4" = 1'-0"3 STAIR 2 SCALE: 1/4" = 1'-0"2 STAIR 2 SCALE: 1/4" = 1'-0"8 LOBBY 100 LEVEL 1 EL:0' - 0"10'-6"OPEN TO BEYOND PLAM GATE (W/ ELEC. LOCK) PLAM COUNTER & CASEWORK 2'-10"3'-6"PAINTED GWB, TYP. SHELF (FIXED)4"4"1'-3"8"RUBBER BASE 1 A501 2 A501 PLAM COUNTER & INTERMEDIATE SUPPORT FIBERGLASS WINDOW W/ GWB RETURNS & SOLID SURFACE SILL, TYP. RUBBER BASE10'-6"1'-8"AFF1'-6"AFF1'-6"CL CL CL CL7'-2"1" MINI BLINDS, TYP. @ UNIT WINDOWS ( MOUNT TO GWB RETURNS) OPEN TO KITCHEN 1'-0"5'-0"THERMOSTAT PAINTED GWB PLAM COUNTER & CASEWORK PLAM COUNTER 2'-6"RUBBER BASE 1'-6"AFF1'-6"EQ EQ6'-8"POWER & DATA OUTLETS10'-5"EQ EQ EQ EQ EQ FIBERGLASS WINDOW W/ GWB RETURNS (SOLID SURFACE SILL) FIRE RATED HM FRAME AND DOOR 2'-6"PLAM COUNTER RUBBER BASE 4'-0 1/2"AFF1'-6"FR10'-6"FR FR FR PLAM COUNTER FIRE RATED HM FRAME AND GLAZING RUBBER BASE3'-6"4'-0 1/2"AFF1'-6"1'-5 1/2"AFF1'-6"LEVEL 1 EL:0' - 0" 8"5'-0"THERMOSTAT PAINTED GWB RUBBER BASE10'-6"1'-6"AFF1'-6"10'-6"AFF1'-6"3'-6 1/2"10'-6"10'-6"EQ EQ AFF1'-6"LEVEL 1 EL:0' - 0"10'-6"PAINTED GWB RUBBER BASE 2'-0"AFF1'-6"6'-0"2'-0"5'-0"CL 1'-1"THERMOSTAT PTD GWB 10'-6"AFF1'-6"2'-0"6'-0"6'-8"AUDIO/VISUAL ALARM EQEQ 1'-6"10'-6"2'-0"6'-0"6'-0"AFF1'-6"LEVEL 1 EL:0' - 0"10'-6"RUBBER BASE FILLER 2'-6"1'-9"2'-0" FILLER 1'-0" 12" DEEP UPPER CABINETS 3'-0"1'-6"3'-0"PLAM COUNTER & BACKSPLASH 36" X 36" LAZY SUSAN BASE BASE CABINET REFRIGERATOR AFF1'-6"EQ EQ 7'-5 3/4"7'-6"1"10'-8 1/4"3'-0"1'-6"3'-0"2'-6"1'-3" FILLER 3'-0" SINK BASE 36" X 36" LAZY SUSAN BASE2'-0"2'-6"3'-0"7'-6"6'-11 1/2"10'-6"OPEN EQEQ AFF1'-6"6'-8"2'-10 1/2" RUBBER BASE AUDIO/VISUAL ALARM CL 10'-6"REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:13:31 PM8 - 3 - 2016 MR DD INTERIOR ELEVATIONS - HAP OFFICE155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A402201420SCALE: 1/4" = 1'-0"4 HAP RECEPTION 111 SCALE: 1/4" = 1'-0"5 OPEN OFFICE 111B SCALE: 1/4" = 1'-0"1 OPEN OFFICE 111B SCALE: 1/4" = 1'-0"2 OPEN OFFICE 111B SCALE: 1/4" = 1'-0"3 OPEN OFFICE 111B SCALE: 1/4" = 1'-0"6 OFFICE 111A SCALE: 1/4" = 1'-0"7 OFFICE 111A SCALE: 1/4" = 1'-0"8 OFFICE 111A SCALE: 1/4" = 1'-0"9 OFFICE 111A SCALE: 1/4" = 1'-0"10 CONFERENCE 111C SCALE: 1/4" = 1'-0"11 CONFERENCE 111C SCALE: 1/4" = 1'-0"12 CONFERENCE 111C SCALE: 1/4" = 1'-0"13 CONFERENCE 111C SCALE: 1/4" = 1'-0"14 KITCHEN 111D SCALE: 1/4" = 1'-0"15 KITCHEN 111D SCALE: 1/4" = 1'-0"16 KTICHEN 111D SCALE: 1/4" = 1'-0"17 KITCHEN 111D ELECTRICAL CLOSET LEVEL 1 EL:0' - 0" ALUMINUM STOREFRONT SYSTEM, SEE SHEET G112 VERTICAL MULLION CENTERED OVER DOOR CLCL6'-0"CL2'-1"7'-1"SF89'-2"LEVEL 1 EL:0' - 0" DCR CARD READER DOOR OPERATOR SWITCH CL CL 1'-0" CL 4" TILE BASE 3'-9" LEVEL 1 EL:0' - 0" PTD GWB, TYP. F CL AUDIO/VISUAL ALARM MANUAL PULL STATION CL CL 4" TILE BASE 2'-0" FACP FIRE ALARM CONTROL PANEL CL 6'-1 1/4" LEVEL 1 EL:0' - 0" ALUMINUM STOREFRONT SYSTEMCLCL EQ6'-0"EQ CL2'-1"7'-1"ALUMINUM DOOR W/ CONCEALED PANIC HARDWARE 9'-2"LEVEL 1 EL:0' - 0" FCP-1 FIBER CEMENT WALL FINISH ALUMINUM STOREFRONT SYSTEM PANEL LAYOUT TO ALIGN WITH EXTERIOR. SEE 4/A2027'-2"SF 69'-2"FCP-1 FIBER CEMENT WALL FINISH 9'-2"2'-1"7'-1"9'-2"FCP-1 FIBER CEMENT WALL FINISH (PANEL TO ALIGN WITH EXTERIOR) HOLD PANEL 1/4" FROM WALL EDGE 9'-2"PTD GWB, TYP. 4" TILE BASE CR D 3'-1 15/16"1'-0"4'-0"CL CL CL DOOR OPERATOR SWITCH SF9 A003 9 ALUMINUM DOOR W/ CONCEALED PANIC HARDWARE REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:13:34 PM8 - 3 - 2016 MR DD INTERIOR ELEVATIONS - VESTIBULES155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A403201420SCALE: 1/4" = 1'-0"1 EAST ENTRY 113 SCALE: 1/4" = 1'-0"2 EAST ENTRY 113 SCALE: 1/4" = 1'-0"3 EAST ENTRY 113 SCALE: 1/4" = 1'-0"4 EAST ENTRY 113 SCALE: 1/4" = 1'-0"5 EAST ENTRY 113 SCALE: 1/4" = 1'-0"6 EAST ENTRY 113 SCALE: 1/4" = 1'-0"7 NORTH ENTRY 118 SCALE: 1/4" = 1'-0"8 NORTH ENTRY 118 SCALE: 1/4" = 1'-0"10 NORTH ENTRY 118 SCALE: 1/4" = 1'-0"9 NORTH ENTRY 118 LEVEL 1 EL:0' - 0" PAINTED GWB, TYP. GWB RETURNS AT JAMBS & HEAD, TYP. RUBBER BASE, TYP. SOLID SURFACE SILL, TYP.1'-6"EQEQEQCLCL LEVEL 1 EL:0' - 0" RUBBER BASE, TYP. PLAM COUNTER & APRON W/ PLAM SUPPORT PAINTED GWB, TYP.2'-10"5"9'-2"9'-2"2'-10"1'-6"PLAM COUNTER & APRON W/ PLAM SUPPORT9'-2"9'-2"REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:13:36 PM8 - 3 - 2016 MR DD INTERIOR ELEVATIONS - FLEX SPACE & LEVEL 1 LAUNDRY 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A404201420SCALE: 1/4" = 1'-0"1 HAP/TENANT FLEX 116 SCALE: 1/4" = 1'-0"2 HAP/TENANT FLEX 116 SCALE: 1/4" = 1'-0"3 HAP/TENANT FLEX 116 SCALE: 1/4" = 1'-0"4 HAP/TENANT FLEX 116 SCALE: 1/4" = 1'-0"5 LAUNDRY 114 SCALE: 1/4" = 1'-0"6 LAUNDRY 114 SCALE: 1/4" = 1'-0"7 LAUNDRY 114 SCALE: 1/4" = 1'-0"8 LAUNDRY 114 PTD GWB, TYP RUBBER BASE, TYP9'-2"LEVEL 1 EL:0' - 0" PTD GWB RUBBER BASE ADA COMPLIANT SCONCE TYP TO LOBBY CL TYP5'-0"9'-1"LATCH INTEGRATED PROXY CARD READER FIRE EXTINGUISHER CABINET PTD GWBPTD GWB 9'-2"LEVEL 1 EL:0' - 0" PTD GWB RUBBER BASE TO LOBBY 6'-8"CL 6'-8"CL CL TYP5'-0"ADA COMPLIANT SCONCE AUDIO/VISUAL ALARM 9'-2"INTEGRATED LATCH PROXY CARD READER EMERGENCY EXIT LIGHTING PTD GWB LEVEL 1 EL:0' - 0" PTD GWB, TYP RUBBER BASE, TYP HALL BEYOND CORNER GUARD 9'-2"RUBBER BASE, TYP PTD GWB, TYP FIRE EXTINGUISHER CABINET 9'-2"PTD GWB, TYP DOOR TO LOBBY PTD GWB, TYP RUBBER BASE, TYP CL 5'-10 7/8"1'-6"CL LEVEL 1 EL:0' - 0" PTD GWB, TYP RUBBER BASE, TYP9'-2"LEVEL 0 EL:-0' - 6"9'-2"9'-2"FIRE EXTINGUISHER CABINET LEVEL 1 EL:0' - 0" LEVEL 0 EL:-0' - 6"9'-2"RAMP RAMP MAX SLOPE 1:20 MW 9'-2"BATHROOM SIGNAGE RUBBER BASE, TYP PAINTED GWB, TYP CORNER GUARD R RAMP MAX SLOPE 1:20 RAMP REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:13:40 PM8 - 3 - 2016 MR PM/DD INTERIOR ELEVATIONS - EAST HALL & SERVICE HALL 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A405201420SCALE: 1/4" = 1'-0"1 HALL 100A SCALE: 1/4" = 1'-0"2 HALL 100A SCALE: 1/4" = 1'-0"4 HALL 100A SCALE: 1/4" = 1'-0"3 HALL 100A SCALE: 1/4" = 1'-0"5 HALL 100A SCALE: 1/4" = 1'-0"6 HALL 100A SCALE: 1/4" = 1'-0"7 HALL 100A SCALE: 1/4" = 1'-0"8 HALL 100A SCALE: 1/4" = 1'-0"9 HALL 100A NOTE: INTERIOR ELEVATIONS ARE ARRANGED CLOCKWISE IN PLAN SCALE: 1/4" = 1'-0"10 SERVICE HALL 005 SCALE: 1/4" = 1'-0"11 SERVICE HALL 005 SCALE: 1/4" = 1'-0"12 SERVICE HALL 005 SCALE: 1/4" = 1'-0"13 SERVICE HALL 005 AB C UP UP 3 A612 A407 7 A407 8 A407 9 A40710 A407 11 A407 12 13 A40714 A408 6 A408 1 A408 3 2 LAUNDRY 221 HALL 200C STAIR 2 2-2 JANITOR 222 CARPET TILES ELECTRICAL 227 225 223 222 ENTRY 212 ENTRY 211 FLOOR FINISH PER FINISH SCHEDULE EMR 223 TEL/DATA 225 227 D/DA407 2 3 1 A407 4 A4089 7 8 4 A301 1 A301 2 A301 5 A500 LINOLEUM CARPET TILE 5 A500 LINOLEUM CARPET TILE 5 A500 LINOLEUM CARPET TILE5 A500 LINOLEUM CARPET TILE 5 A500 LINOLEUM CARPET TILE 3 A300 4 A300 ENTRY 213 ENTRY 215 211 F 215 213 221 212 A620 2 Sim A602 2 Sim 3 A621 Sim REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:13:42 PM8 - 3 - 2016 MR PM ENLARGED PLAN - LEVEL 2-4 LOBBY155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A406201420SCALE: 1/4" = 1'-0"1 LOBBY PLAN - LEVELS 2-4 LEVEL 2 EL:14' - 0" CL7'-7 1/4"MAX AFF3'-10"8'-4"1'-6"CORNER GUARD 4" RUBBER BASE, TYP. HALL STATION STAINLESS STL. AUXILIARY RAILS (SMOKE SHUTTER) RECESSED SMOKE CURTAIN STAINLESS STL. ELEVATOR ENTRANCE HALL POSITION INDICATOR EMERGENCY EXIT LIGHTING CL11'-8" CL 5'-0"RUBBER BASE INTEGRATED LATCH PROXY CARD READER ADA COMPLIANT SCONCE 8'-4"PAINTED GWB SOLID SURFACE SILL FIBERGLASS WINDOW (PAINTED) GWB JAMB & HEAD RETURNS 8'-4"8'-4"5'-0"ADA COMPLIANT SCONCE INTEGRATED LATCH PROXY CARD READER RUBBER BASE PAINTED GWB LEVEL 2 EL:14' - 0"8'-4"1'-6"1'-0" CL8'-4"8'-4"ADA COMPLIANT SCONCE, TYP. INTEGRATED LATCH PROXY CARD READER RUBBER BASE PAINTED GWB8'-4"FIRE EXTINGUISHER CABINET LEVEL 2 EL:14' - 0"8'-4"8'-4"PLAM COUNTER & APRON W/ PLAM SUPPORT 2'-10"8'-4"REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:13:46 PM8 - 3 - 2016 MR PM/DD INTERIOR ELEVATIONS - LEVEL 2-4 LOBBY & LAUNDRY 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A407201420SCALE: 1/4" = 1'-0"7 LOBBY 200 SCALE: 1/4" = 1'-0"8 LOBBY 200 SCALE: 1/4" = 1'-0"9 LOBBY 200 SCALE: 1/4" = 1'-0"10 LOBBY 200 SCALE: 1/4" = 1'-0"11 LOBBY 200 SCALE: 1/4" = 1'-0"12 LOBBY 200 SCALE: 1/4" = 1'-0"13 LOBBY 200 SCALE: 1/4" = 1'-0"14 LOBBY 200 SCALE: 1/4" = 1'-0"1 LAUNDRY 221 SCALE: 1/4" = 1'-0"2 LAUNDRY 221 SCALE: 1/4" = 1'-0"3 LAUNDRY 221 SCALE: 1/4" = 1'-0"4 LAUNDRY 221 LEVEL 2 EL:14' - 0"8'-4"5'-0"RUBBER BASE INTEGRATED LATCH PROXY CARD READER PAINTED GWB ADA COMPLIANT SCONCE 8'-4"OPEN8'-4"5'-0"PAINTED GWB ADA COMPLIANT SCONCE INTEGRATED LATCH PROXY CARD READER. RUBBER BASE8'-4"FIRE EXTINGUISHER CABINET PAINTED GWB 8'-4"8'-4"FIRE EXTINGUISHER CABINET INTEGRATED LATCH PROXY CARD READER ADA COMPLIANT SCONCE RUBBER BASE PAINTED GWB 1'-6"1'-6"LEVEL 2 EL:14' - 0"8'-4"INTEGRATED LATCH PROXY CARD READER ADA COMPLIANT SCONCE RUBBER BASE PAINTED GWB PAINTED GWB LEVEL 2 EL:14' - 0"8'-4"5'-0"RUBBER BASE INTEGRATED LATCH PROXY CARD READER ADA COMPLIANT SCONCE PAINTED GWB, TYP.PAINTED GWB, TYP. LEVEL 2 EL:14' - 0"8'-4"OPEN TO HALL RUBBER BASE CORNER GUARD REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/4" = 1'-0"8/2/2016 5:13:49 PM8 - 3 - 2016 MR DD INTERIOR ELEVATIONS - LEVEL 2-4 EAST & WEST HALLS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A408201420SCALE: 1/4" = 1'-0"1 HALL 200A SCALE: 1/4" = 1'-0"2 HALL 200A SCALE: 1/4" = 1'-0"3 HALL 200A SCALE: 1/4" = 1'-0"4 HALL 200A SCALE: 1/4" = 1'-0"7 HALL 200C SCALE: 1/4" = 1'-0"8 HALL 200C SCALE: 1/4" = 1'-0"9 HALL 200C SCALE: 1/4" = 1'-0"5 HALL 200A SCALE: 1/4" = 1'-0"6 HALL 200A MEN'S REST. RM 119 WOMEN'S REST. RM 117 117 119 A410 3 2 5 4 A410 8 7 10 9 2 A500 - SEE ELEVATIONS FOR ACCESSORIES - SEE A110 AND A11 FOR PARTITION TYPES 5'-0"3'-0"4 1/2"6 1/2"3'-6"1'-0"11'-6"10'-0"3'-6"1'-0"7'-2"6"3'-6" 5'-0" 3'-6" GWB WRAPPED COLUMN 121A410 13 14 11 12 ALL GENDER REST. RM 121 1'-6" 6"3'-6"3'-6"1'-0"7'-0"11'-8 3/4"CL36"9'-6"PAINTED GWB, TYP. 4" TILE BASE, TYP.2'-10"3'-4"LEVEL 0 EL:-0' - 6" MIRROR TOILET COMPARTMENT GRAB BAR SOLID SURFACE COUNTER, BACKSPLASH, & APRON SCONCE COUNTER MOUNTED SOAP DISPENSER A501 3 LEVEL 0 EL:-0' - 6" ELECTRIC HAND DRYER SOLID SURFACE COUNTER, BACKSPLASH, & APRON 2'-10"4"LEVEL 0 EL:-0' - 6"9'-6"4" TILE BASE PAINTED GWB TOILET PARTITION STL. POST PAINTED W/ INTUMESCENT F.P. GWB WRAPPED COLUMN CHANGING STATION2'-0"MAX3'-0"9'-6"3'-6"LEVEL 0 EL:-0' - 6" TOILET PAPER DISPENSER CHANGING STATION SANITARY DISPOSAL GRAB BARS HAND DRYER TOWEL DISPENSER LAVATORY TOILET URINAL34" MAX40" MAX37"42" MAX12" MAX 42" 7" MIN 17" MIN17" MAXTYPICAL MOUNTING HEIGHTS 30"33" MIN9'-6"PAINTED GWB, TYP. TILE BASE, TYP. CHANGING STATION TOILET PARTITION A501 3 SIM 3'-1"2'-10"9'-6"SOLID SURFACE COUNTER, BACKSPLASH, & APRON ELECTRIC HAND DRYER 4" TILE BASECL36"3'-4"17"6" 4" TILE BASE SOLID SURFACE COUNTER, BACKSPLASH, & APRON MIRROR WALL MOUNTED URINAL SCREEN FLOOR MOUNTED TOILET PARTITION GRAB BARS 2'-10"9'-6"SCONCE3'-7"2'-0"9'-6"GRAB BARS TOILET PAPER DISPENSER CHANGING STATION 2'-10"9'-6"CL3'-0"PAINTED GWB, TYP. MIRROR GRAB BAR SOLID SURFACE COUNTER, BACKSPLASH, & APRON SCONCE 4" TILE BASE, TYP. 6"3'-4"COUNTER MOUNTED SOAP DSIPENSER9'-6"ELECTRIC HAND DRYERMAX3'-6"ELECTRIC HAND DRYER 3'-6"CHANGING STATION 9'-6"GWB WRAPPED COLUMN2'-0"3'-6"GRAB BARS TOILET PAPER DISPENSER SANITARY DISPOSAL CHANGING STATION REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:13:54 PM8 - 3 - 2016 MR DD ENLARGED BATHROOM PLANS, INTERIOR ELEVATIONS & DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A410201420SCALE: 1/2" = 1'-0"1 BATH 117 & 119 ENLARGED PLANS SCALE: 1/4" = 1'-0"2 WOMEN'S RESTROOM NORTH SCALE: 1/4" = 1'-0"3 WOMEN'S RESTROOM EAST SCALE: 1/4" = 1'-0"4 WOMEN'S RESTROOM SOUTH SCALE: 1/4" = 1'-0"5 WOMEN'S RESTROOM WEST SCALE: 1/4" = 1'-0"7 MEN'S RESTROOM NORTH SCALE: 1/4" = 1'-0"8 MEN'S RESTROOM EAST SCALE: 1/4" = 1'-0"9 MEN'S RESTROOM SOUTH SCALE: 1/4" = 1'-0"10 MEN'S RESTROOM WEST TA# 1 PUBLIC TOILET ROOM ACCESSORY SCHEDULE TYPE MARK ITEM Manufacturer Model Type Comments TA1-1 GRAB BAR BOBRICK B-5806x42 TA1-2 TOILET PAPER DISPENSER BOBRICK B-2888 TA1-4 SANITARY DISPOSAL BOBRICK B-254 TA1-6 COUNTER MOUNTED SOAP DISPENSER BOBRICK B-82216 TA1-7 ELECTRIC HAND DRYER Excel Dryer Wall Guard White TA1-8 CHANGING STATION BOBRICK KB110-SSWM Satin Finish TA1-9 BOBRICK B-1556 SCALE: 1/4" = 1'-0"11 ALL GENDER NORTH SCALE: 1/4" = 1'-0"12 ALL GENDER EAST SCALE: 1/4" = 1'-0"13 ALL GENDER SOUTH SCALE: 1/4" = 1'-0"14 ALL GENDER WEST ALIGNTILE FLOORING W/ MEMBRANE WATER PROOFING ON SLOPED SETTING BED CLOSET W/ 12" SHELF AND COAT ROD PTD GWB RETURNS AT HEAD AND JAMBS. SOLID SURFACE SILL, TYP. MINI BLINDS WINDOW, TYP. ADA COMPLIANT SINK ADA COMPLIANT TOILET RECESSED MEDICINE CABINET LINE OF SOFFIT ABOVE RANGE & BATHROOM EXHAUST ABOVE AT EXTERIOR. TYPICAL 4 A420 2 A420 A422 5 46 3 A423 1 2 3 A423 5 11 9 12 A422 21 A423 8 10 CLOSET W/ 12" SHELF AND COAT ROD TILE LINOLEUM PLANK CARPET TILE LINOLEUM PLANK LINOLEUM PLANK W/ 1" GYPCRETE SUBFLOOR TYPICAL OF UNITS SEE SPECIFICATION. DUCTLESS SPLIT SYSTEM WALL UNIT SEE MECHANICAL DRAWINGS & SPECIFICATION. DHW UNIT ABOVE PANTRY CABINET, TYP. SEE MECHANICAL DRAWINGS & SPECIFICATION. SQ 17 16 7'-6 1/4" 7 A500 8 A500 JOINT IN COUNTER A423 4A423 6 A4237 CL 2'-1"REFRIGERATOR 2'-0" OPEN CORNER BASE CABINET W/ COUNTER TOP. SEE INTERIOR ELEVATIONS REMOVABLE BASE3'-0"WALL MOUNTED WOOD CABINET VENT STACK, SEE PLUMBING DRAWINGS WASTE STACK, SEE PLUMBING DRAWINGS A420 3 17'-2 1/4" +/-2'-2 1/2"6'-11 3/4" +/-3'-4 1/2"7'-0"2'-5"7'-10 3/4"8'-1"9'-7 3/4" +/- 5D 5 5D 5 5D ERV 10'-8 1/2"6'-1" +/-4"X4" TILE 1/2 WALL ALL WALLS OF SHOWER MIN. 3'-0" 5'-3 1/2" FIRST FULL PLANK1'-6"4'-6"18'-0 1/4"5'-0 1/2"1'-0"3'-0"4'-0" LINEAR FLOOR DRAIN 5'-1" 1/8" / 12"1'-6"SOLID SURFACE THRESHOLD 5'-0 1/2"RANGE SINK WALL CABINET. SEE INTERIOR ELEVATIONS. 27'-8" 1'-10"2'-6"CL3'-8" FLOOR DRAIN 5'-0 1/2"LEVEL 2 EL:14' - 0" BLACK LAMINATE KITCHEN COUNTERTOP CASEWORK PER SPECIFICATION RANGE PER SPECIFICATION SOFFIT, TYP. ADA COMPLIANT SINK & TOILET, TYP. DROPPED CEILING AT BATHROOM, TYP. S Q LEVEL 2 EL:14' - 0" 2 A420 OPEN TO BEDROOM 17 16 DUCTLESS SPLIT SYSTEM WALL UNIT 10 A440 A423 1 2 3 16 A423 4A423 6 A4237 1'-3"3'-0"3'-0"1'-0"30" WALL OVEN W/ PULL OUT COUNTER REFRIGERATOR 17" SINK IN 3'-0" OPEN COUNTER 3' X 3' LAZY SUSAN 30" ADA COOKTOP IN OPEN COUNTER VENT STACK, SEE PLUMBING DRAWINGS WASTE STACK, SEE PLUMBING DRAWINGS COOK TOP SINK 5'-1" 8'-1"7'-0"2'-0"1'-1 1/2"2'-5 1/2"1'-6 1/4"1'-0" REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0"8/2/2016 5:13:56 PM8 - 3 - 2016 TA MS/DD ENLARGED PLAN & SECTIONS - STUDIO UNIT 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A420201420SCALE: 1/2" = 1'-0"1 STUDIO ENLARGED PLAN SCALE: 1/2" = 1'-0"2 STUDIO - LONG SECTION SCALE: 1/2" = 1'-0"4 STUDIO - UNIT CROSS SECTION SCALE: 1/2" = 1'-0"3 STUDIO ENLARGED PLAN - 2B KITCHEN SD9'-1 1/4"EQ EQ 3'-8 3/4"EQ EQ 2'-0"EQEQEQ EQ 2'-0"C EL: C1 8' - 1"AFF EQEQD H EQEQEQEQG2'-0"EQEQ1'-2 1/4"2'-0"F 5'-2 1/4"UPPER CABINETS SHOWN AS DASHED B D DD EQEQEQEQ C 2'-0"C EL: SOFFIT 7' - 11"AFF C EL: SOFFIT 7' - 7 1/8"AFF TYPICAL UNIT CEILING SEE FLOOR/CEILING ASSEMBLY F1 UNLESS OTHERWISE NOTED ON LEVELS 2-4 2 A442 SIM1 A442 SIM 1.SEE INTERIOR ELEVATIONS, SHEETS A500 THROUGH A508 FOR WALL MOUNTED FIXTURE AND DEVICE LOCATIONS. 2.COORDINATE WITH FRAMING AND ADJUST FRAMING & ADD FRAMING MEMBERS AS NECESSARY TO ACCOMMODATE LIGHT FIXTURES AND DEVICES IN THE POSITIONS SHOWN. DO NOT EXCEED FRAMING SPACING SHOWN ON FRAMING PLANS. 3.LIGHT FIXTURES ARE TO BE CENTERED IN ROOMS UNLESS DIMENSIONED OTHERWISE. 4.TRANSFORMER LOCATIONS ARE FOR REFERENCE AND DO NOT INDICATE ACTUAL PROPOSED LOCATIONS. FINAL TRANSFORMER LOCATIONS ARE TO BE APPROVED BY THE ARCHITECT. 5.PROVIDE INTERIOR AND EXTERIOR POWER OUTLETS QUANTITY, TYPE AND LOCATION AS REQUIRED BY THE APPLICABLE ELECTRICAL CODE AND AS APPROVED BY THE ARCHITECT. 6.DEVICES SHOWN IN THE SAME LOCATION ARE TO BE ALIGNED ON A VERTICAL CENTERLINE. 7.CENTER OUTLETS AS INDICATED ON PLANS, CONFIRM WITH ARCHITECT IF LOCATION IS UNCLEAR. 8.OUTLETS ARE TO BE MOUNTED @ 16" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. AT COUNTERTOPS OUTLETS ARE TO BE MOUNTED AT 48" A.F.F. UNLESS NOTED OTHERWISE. 9.SWITCHES ARE TO BE MOUNTED @ 48" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. 10.PROVIDE 24" WHIP AT WALL MOUNTED SCONCE LOCATIONS FOR FIELD POSITIONING. 11.PROVIDE 36" WHIP AT FLOOR OUTLETS FOR FIELD POSITIONING. 12.VERIFY REQUIREMENTS FOR APPLIANCE OUTLETS. 13.PROVIDE CO AND SMOKE DETECTORS PER CODE. 14.DEVICES TO BE CENTERED IN ACOUSTICAL CEILING PANELS UNLESS NOTED OTHERWISE. GENERAL ELECTRICAL NOTESUNIT ELECTRICAL KEY D LIGHT FIXTURE SWITCH DUPLEX OUTLET SD SMOKE/CO DETECTORDECORATIVE SURFACE MOUNTED FIXTURE 3-WAY LIGHT FIXTURE SWITCH3 GROUND FAULT CIRCUIT DUPLEX OUTLETGFCI B DECORATIVE SURFACE MOUNTED FIXTURE F DECORATIVE BATHROOM WALL SCONCE FIXTURE G 6" RECESSED SHOWER LIGHT FIXTURE H BATHROOM EXHAUST FAN/LIGHT COMBINATION SURFACE MOUNTED CEILING FIXTUREC REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:13:57 PM8 - 3 - 2016 MR PM/DD ENLARGED CEILING PLAN - STUDIO UNIT155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A421201420SCALE: 1/2" = 1'-0"1 STUDIO UNIT - DETAIL RCP DUCTLESS SPLIT SYSTEM WALL UNIT LEVEL 2 EL:14' - 0" PAINTED GWB PAINTED WOOD CASING (3/4" X 3 1/2") PAINTED WOOD BASE (1/2" X 3 1/2" TYP.)AFF4'-0"1'-5 1/4" PAINTED GWB PAINTED WOOD BASE (1/2" X 3 1/2" TYP.) DUCTLESS SPLIT SYSTEM WALL UNIT CLEAR6'-8"DOOR TO ENTRY CLOSET 1'-6"AFF1'-6"6'-10"EQ EQ AFF1'-6"PAINTED GWB, TYP. PAINTED WOOD BASE (1/2" X 3 1/2" TYP.) SOLID SURFACE SILL GWB RETURNS @ JAMB & HEAD 1" MINI BLINDS, TYP. @ UNIT WINDOWS (MOUNT TO GWB RETURNS)9'-0 1/2"AFF1'-6"PAINTED WOOD BASE (1/2" X 3 1/2" TYP.) PAINTED WOOD CASING (3/4" X 3 1/2") PAINTED GWB, TYP. KITCHEN BEYOND DOOR TO BATHROOM ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS AFF4'-0"5 1/4"AFF1'-6"6"AFF1'-6"AFF4'-0"EQEQ AFF1'-6"TO TOP CIRCUIT BREAKER4'-0"EQEQ BARN DOOR HARDWARE MOUNTED ON WOOD CASING OPEN TO KITCHEN 1'-6"AFF1'-6"8"9'-0 1/2"PAINTED WOOD BASE (1/2" X 3 1/2" TYP.)AFF4'-0"6" REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0"8/2/2016 5:13:58 PM8 - 3 - 2016 TA/MR PM/DD INTERIOR ELEVATIONS - STUDIO UNIT155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A422201420SCALE: 1/2" = 1'-0"1 STUDIO - ENTRY WEST SCALE: 1/2" = 1'-0"2 STUDIO - ENTRY EAST SCALE: 1/2" = 1'-0"3 STUDIO - LIVING NORTH SCALE: 1/2" = 1'-0"4 STUDIO - LIVING EAST SCALE: 1/2" = 1'-0"5 STUDIO - LIVING SOUTH SCALE: 1/2" = 1'-0"6 STUDIO - LIVING WEST LEVEL 2 EL:14' - 0" OPEN 1'-0"3'-0"1'-0"2'-0"3'-0"1'-6"3'-0"4'-2"4"3'-0"3'-0"1'-0"1'-0" 36" X 36" LAZY SUSAN BASE CABINET 24" DROP IN SINK GWB SOFFIT REMOVABLE SOLID SURFACE COUNTER AND BACKSPLASH 24" X 24" CORNER UPPER CABINET 24" DRAWER BASE 24" BASE CABINET (REMOVABLE) SOLID SURFACE COUNTER, BACKSPLASH, & NOSING 1'-6 1/4" SOLID SURFACE CAP 6 A440 1'-0"2 1/2"1'-3"2'-6"1'-0"1 1/2"2'-0" 2 1/2"1'-3"2'-6"1'-0"1 1/2"2'-0"3'-0"1'-6"3'-0"REMOVABLE SOLID SURFACE COUNTER & BACKSPLASH REMOVABLE 24" BASE CABINET 3' X 3' LAZY SUSAN FILLER CORNER UPPER CABINET CABINET FILLER EXHAUST HOOD 12" UPPER CABINETS GWB SOFFIT 1'-6"1'-8" 5 A440 WATER HEATER IN COPPER PAN (SHOWN DASHED) 4 A440 FILLER2'-6"2'-9"3'-3"FILLER2'-0" 1'-0"1'-0"5'-0"2 X4 PLATFORM SUSPENDED FROM STRUCTURE ABOVE FILLER 24" DEEP PANTRY CABINETRY SOLID SURFACE COUNTER, 4" BACKSPLASH, & NOSING REFRIGERATOR 12" X 24" BLIND CORNER CABINET UNIT 3'-0"1'-6"3'-0"FILLER 12" BASE CABINET REMOVABLE MDF ACCESS PANEL 24" ABOVE REFRIGERATOR CABINETRY 12" UPPER CABINET 3 A440 2 A440 LEVEL 2 EL:14' - 0"3'-4"CL 4'-0"EQ EQ 7'-0"18" X 36" RECESSED MEDICINE CABINET WALL SCONCE LIGHTING ADA COMPLIANT SINK TOWEL RING 24" TOWEL BAR TILE BASE SOLID SURFACE COUNTER, BACKSPLASH, & APRON 4"2'-0"AFF4'-0"1 A441 4"2'-9"42" SURFACE MOUNTED WOOD CABINET WALL MOUNTED GRAB BAR @ TYPE 2B UNITS 9" TOILET PAPER HOLDER TILE BASE 16 GA METAL IN WALL BLOCKING 2 A441 6"2'-9"3'-2 3/4"3'-0"SURFACE MOUNTED PAINTED WOOD CABINET (W/ ADJUSTABLE SHELVES) TILE BASE WALL MOUNTED GRAB BARS @ TYPE 2B UNITS SOAP SHELF THIN SET CERAMIC WALL TILES BENCH @ TYPE 2B UNITS ONLY LOCATION OF ADJUSTABLE SHOWER BAR @ 2B UNITS VALVE CONTROL 3 A441 TILE BASE WALL SCONCE LIGHTING RECESSED MEDICINE CABINET SOLID SURFACE COUNTER, BACKSPLASH, & APRON TOWEL RING 7'-4"8'-0"BENCH @ TYPE 2B UNITS ONLY ADJUSTABLE SHOWER BAR 3'-0"SHOWER CONNECTOR 60" SHOWER HOSE SOAP DISH THIN SET CERAMIC WALL TILE PAINTED WOOD CASING LEVEL 2 EL:14' - 0" 7 A440 OPEN 1'-0"3'-0"1'-0"2'-0"3'-0"4"4'-2"2'-10"5"36" X 36" LAZY SUSAN BASE CABINET STL COUNTER SUPPORT BRACKETS SOLID SURFACE COUNTER, BACKSPLASH, & NOSING 17" DROP IN SINK 12" UPPER CABINET CABINET FILLER GWB SOFFIT 1'-0"1'-0" 24" DRAWER BASE 1'-0"3'-11 1/2"1'-0"1 1/2"2'-0"2'-10"1'-0"3'-0"3' X 3' LAZY SUSAN CABINET2'-10"4'-6"3'-4"1'-0"2 1/2"1'-3"2'-6"1'-0"1 1/2"2'-0" STL COUNTER SUPPORT BRACKET 30" ADA COOKTOP 2'-10"OPEN OPEN SOLID SURFACE COUNTER & BACKSPLASH DEDICATED EXHAUST HOOD SWITCH MOUNTED ON APRON 2'-7"HOOD VENT HOOD FILLER 9 A440 WATER HEATER IN COPPER PAN (SHOWN DASHED)30"PULL OUT COUNTER ADA COMPLIANT WALL OVEN 2'-10"3'-0"1'-0"3'-0"3'-3"FILLER1'-0"1'-0"5"STL. COUNTER SUPPORT BRACKET 2'-6"2'-9"3'-3" FILLER 2'-0" 24" DEEP RANGE CABINET SOLID SURFACE OPEN COUNTER & 4" BACKSPLASH 24" ABOVE REFRIGERATOR CABINETRY 12" UPPER CABINETRY 12" X 24" BLIND CORNER CABINETRY CABINET FILLER BELOW SOFFIT 3 A440 10 A440 2 A440 REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0"8/2/2016 5:14:02 PM8 - 3 - 2016 TA PM/DD INTERIOR ELEVATIONS - STUDIO UNIT155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A423201420SCALE: 1/2" = 1'-0"1 STUDIO - KITCHEN EAST - 2A SCALE: 1/2" = 1'-0"2 STUDIO - KITCHEN SOUTH - 2A SCALE: 1/2" = 1'-0"3 STUDIO - KITCHEN WEST - 2A SCALE: 1/2" = 1'-0"5 STUDIO - BATHROOM TILE WALL EAST SCALE: 1/2" = 1'-0"8 STUDIO - BATHROOM SOUTH SCALE: 1/2" = 1'-0"9 STUDIO - BATHROOM WEST SCALE: 1/2" = 1'-0"10 STUDIO - BATHROOM MID NORTH SCALE: 1/2" = 1'-0"11 STUDIO - BATHROOM TILE WALL SOUTH SCALE: 1/2" = 1'-0"12 STUDIO - BATHROOM NORTH SCALE: 1/2" = 1'-0"4 STUDIO - KITCHEN EAST - 2B SCALE: 1/2" = 1'-0"6 STUDIO - KITCHEN SOUTH - 2B SCALE: 1/2" = 1'-0"7 STUDIO - KITCHEN WEST - 2B A4326 3 4 5 4"x4" TILE 1/2 WALL ALL WALLS OF SHOWER TILE FLOORING W/ MEMBRANE WATER PROOFING ON SLOPED SETTING BED CLOSET WITH 12" SHELF AND COAT ROD PTD GWB RETURNS AT HEAD AND JAMBS. SOLID SURFACE SILL, TYP. LINOLEUM PLANK W/ 1" GYPCRETE SUBFLOOR THROUGHOUT BASE CABINET WITH COUNTER TOP. SEE INTERIOR ELEVATION MINI BLINDS @ WINDOW, TYP. ADA COMPLIANT SINK ADA COMPLIANT TOILET RECESSED MEDICINE CABINET A43210 7 8 9 A433 2A433 7 6 12 8 A4321 2 SOFFIT ABOVE KITCHEN & BATHROOM EXHAUST AT EXTERIOR. 3 3 A430 4 A430 1 A433 9 10 TILE LINOLEUM PLANK CARPET TILE LINOLEUM PLANK 30" ADAPTABLE SINK BASE DUCTLESS SPLIT SYSTEM WALL UNIT SQ 18 17 1 A442 SIM A433 4A433 5 A43311 SHOWER BASKET PER SPECIFICATION FOLDING SHOWER SEAT, GROUP 2A UNITS ONLY GRAB BARS, GROUP 2A UNITS ONLY JOINT IN COUNTER A430 2 3'-3 1/4" 5'-4" 27'-6" 7'-11 3/4"8'-1"9'-7 1/2" +/- 19'-9" +/- CLOSET WITH 12" SHELF & COAT ROD 1'-6"3'-0"5'-0"3'-0"1'-0"5D5 5D 5A 5D 22'-0 1/4"9'-5 1/4" +/-2'-0"9'-2"3'-0" FIRST FULL PLANK 5'-6"5'-4 1/2"5'-2"5'-0 1/2"2'-8 1/2"2'-0"CL 3'-8" CL 4'-6" SOLID SURFACE THRESHOLD LINEAR FLOOR DRAIN WALL MOUNTED WOOD CABINET WALL MOUNTED CABINET. SEE INTERIOR ELEVATIONS 5A 5D FURRING WALL @ LOCATIONS W/ RAIN LEADERS PER PLUMBING DRAWINGS TILE FLOOR PER FINISH SCHEDULE 2 A442 FLOOR DRAIN 5 A500 2 A441 4 A440 8 A500 LEVEL 2 EL:14' - 0" 3 A430BLACK LAMINATE KITCHEN COUNTERTOP CASEWORK PER SPECIFICATIONS GRID SOFFIT, TYP. ADA COMPLIANT TOILET & SINK, TYP. 2 A442 4 A430 A442 1 BLACK LAMINATE KITCHEN COUNTERTOP GRID WINDOWS PER SCHEDULE/SPECIFICATION ADJACENT UNIT 1.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW EXISTING AND PROPOSED DIMENSIONS AND ALIGNMENTS AND CONFIRM LOCATIONS AND ALIGNMENTS SHOWN CAN BE ACHIEVED. DISCREPANCIES BETWEEN PROPOSED ALIGNMENTS AND LOCATIONS AND EXISTING CONDITIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF THE WORK. 2.AS-BUILT DIMENSIONS AND EXISTING CONDITIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION OF CASEWORK, FIXTURES, FURNISHINGS AND EQUIPMENT TO CONFIRM FIT AND LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT. DISCREPANCIES MUST BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO ORDERING OR FABRICATING. 3.GRID AND GRID DIMENSIONS ARE TO FACE OF FOUNDATION, EXTERIOR FACE OF FRAMING OR AS NOTED. 4.EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED. 5.INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL BOARD FINISH, FINISH EDGE, FINISH OPENING, CENTERLINE OF OPENING AND CENTERLINE OF FIXTURES OR AS NOTED. 6.PROVIDE ROUGH OPENINGS PER WINDOW AND DOOR MANUFACTURER RECOMMENDATIONS UNLESS NOTED OR DETAILED OTHERWISE. 7.SEE ROOF PLAN FOR ROOF INFORMATION. 8.SEE SPECIFICATIONS FOR DOOR SCHEDULE & DOOR INFORMATION. 9.SEE SPECIFICATIONS FOR FINISH SCHEDULE & FINISH INFORMATION. 10.SEE SHEET SPECIFICATION FOR WINDOW SCHEDULE. 11.PER MA 521 CMR, 5% OF UNITS (FOUR TOTAL - TWO STUDIO & TWO ONE BEDROOM) ARE GROUP 2B COMPLIANT. ALL OTHER UNITS CAN BE MODIFIED TO MEET GROUP 2B REQUIREMENTS. GENERAL FLOOR PLAN NOTES A433 2 3 1A4334A433 5 A43311 17" SINK IN 3'-0" OPEN COUNTER 30" ADA COOKTOP IN OPEN COUNTER 3'X3' LAZY SUSAN 30" WALL OVEN W/ PULL OUT COUNTER BELOW1'-3"REFRIGERATOR 2'-0"5'-1"1'-0" COOKTOP SINK 8 A440 10 A440 9 A440 REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:14:04 PM8 - 3 - 2016 TA MS/DD ENLARGED PLAN & SECTIONS - ONE BEDROOM UNIT 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A430201420SCALE: 1/2" = 1'-0"1 ONE BEDROOM - ENLARGED PLAN SCALE: 1/2" = 1'-0"4 UNIT LONG SECTION SCALE: 1/2" = 1'-0"3 UNIT CROSS SECTION SCALE: 1/2" = 1'-0"2 ONE BEDROOM - DETAIL PLAN 2B KITCHEN 1.SEE INTERIOR ELEVATIONS, SHEETS A500 THROUGH A508 FOR WALL MOUNTED FIXTURE AND DEVICE LOCATIONS. 2.COORDINATE WITH FRAMING AND ADJUST FRAMING & ADD FRAMING MEMBERS AS NECESSARY TO ACCOMMODATE LIGHT FIXTURES AND DEVICES IN THE POSITIONS SHOWN. DO NOT EXCEED FRAMING SPACING SHOWN ON FRAMING PLANS. 3.LIGHT FIXTURES ARE TO BE CENTERED IN ROOMS UNLESS DIMENSIONED OTHERWISE. 4.TRANSFORMER LOCATIONS ARE FOR REFERENCE AND DO NOT INDICATE ACTUAL PROPOSED LOCATIONS. FINAL TRANSFORMER LOCATIONS ARE TO BE APPROVED BY THE ARCHITECT. 5.PROVIDE INTERIOR AND EXTERIOR POWER OUTLETS QUANTITY, TYPE AND LOCATION AS REQUIRED BY THE APPLICABLE ELECTRICAL CODE AND AS APPROVED BY THE ARCHITECT. 6.DEVICES SHOWN IN THE SAME LOCATION ARE TO BE ALIGNED ON A VERTICAL CENTERLINE. 7.CENTER OUTLETS AS INDICATED ON PLANS, CONFIRM WITH ARCHITECT IF LOCATION IS UNCLEAR. 8.OUTLETS ARE TO BE MOUNTED @ 16" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. AT COUNTERTOPS OUTLETS ARE TO BE MOUNTED AT 48" A.F.F. UNLESS NOTED OTHERWISE. 9.SWITCHES ARE TO BE MOUNTED @ 48" A.F.F. TO CENTERLINE UNLESS NOTED OTHERWISE. 10.PROVIDE 24" WHIP AT WALL MOUNTED SCONCE LOCATIONS FOR FIELD POSITIONING. 11.PROVIDE 36" WHIP AT FLOOR OUTLETS FOR FIELD POSITIONING. 12.VERIFY REQUIREMENTS FOR APPLIANCE OUTLETS. 13.PROVIDE CO AND SMOKE DETECTORS PER CODE. 14.DEVICES TO BE CENTERED IN ACOUSTICAL CEILING PANELS UNLESS NOTED OTHERWISE. GENERAL ELECTRICAL NOTES C EL: C1 8' - 1"AFF C EL: SOFFIT 7' - 11"AFF RD/ORD PIPING SEE ROOF PLAN SEE PLUMBING DRAWINGS 2'-3"EQEQ2'-8" EQEQ 2'-8 1/2"2'-4 1/2"EQEQ 5'-2"6'-2"3'-10" EQ EQ2'-1"EQEQEQEQ EQEQ CL ROOM CL ROOM G RADIANT CEILING PANELD D2'-5"F EQEQ EQEQ5'-2"B 7'-0"2'-6"SD D 1'-1"EQEQC K 2 A442 1 A442 SIM TYPICAL UNIT CEILING SEE FLOOR/CEILING ASSEMBLY F1 UNLESS OTHERWISE NOTED ON LEVELS 2-4 UNIT ELECTRICAL KEY D LIGHT FIXTURE SWITCH DUPLEX OUTLET SD SMOKE/CO DETECTORDECORATIVE SURFACE MOUNTED FIXTURE 3-WAY LIGHT FIXTURE SWITCH3 GROUND FAULT CIRCUIT DUPLEX OUTLETGFCI B DECORATIVE SURFACE MOUNTED FIXTURE F DECORATIVE BATHROOM WALL SCONCE FIXTURE G 6" RECESSED SHOWER LIGHT FIXTURE H BATHROOM EXHAUST FAN/LIGHT COMBINATION SURFACE MOUNTED CEILING FIXTUREC REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:14:05 PM8 - 3 - 2016 MR DD ENLARGED CEILING PLAN - ONE BEDROOM UNIT 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A431201420SCALE: 1/2" = 1'-0"1 ONE BEDROOM UNIT - DETAIL RCP LEVEL 2 EL:14' - 0" PAINTED GWB PAINTED WOOD CASING (3/4" X 3 1/2") PAINTED WOOD BASE (1/2" X 3 1/2" TYP.)AFF4'-0"AFF1'-6"AFF1'-6"PAINTED WOOD BASE (1/2" X 3 1/2" TYP.) PAINTED GWB, TYP. DOOR TO BATHROOM ELECTRICAL PANEL, SEE ELECTRICAL DRAWINGS DOOR TO BEDROOM 1'-6" EQ EQ MIN. AFF1'-3"TO TOP CIRCUIT BREAKER4'-0"KITCHEN BEYOND 6"AFF4'-0"AFF1'-6"3 1/2"AFF1'-6"LEVEL 2 EL:14' - 0" PAINTED GWB PAINTED WOOD BASE (1/2" X 3 1/2" TYP.) SOLID SURFACE SILL GWB RETURNS @ JAMB & HEAD 1" MINI BLINDS, TYP. @ UNIT WINDOWS ( MOUNT TO GWB RETURNS) 1'-6 1/4"AFF1'-6"PAINTED WOOD BASE (1/2" X 3 1/2" TYP.) OPEN TO ENTRY AFF1'-6"AFF4'-0"PAINTED GWB PAINTED WOOD BASE (1/2" X 3 1/2" TYP.) DUCTLESS SPLIT SYSTEM WALL UNIT AFF1'-6"9'-10"CLEAR6'-8"LEVEL 2 EL:14' - 0" PAINTED WOOD BASE (1/2" X 3 1/2" TYP.) PAINTED GWB, TYP.7'-9 3/4"AFF1'-6"EQ EQ 1'-6"AFF1'-6"1" MINI BLINDS, TYP. @ UNIT WINDOWS ( MOUNT TO GWB RETURNS)AFF1'-6"1'-5 1/2" REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0"8/2/2016 5:14:07 PM8 - 3 - 2016 TA/MR PM/DD INTERIOR ELEVATIONS - ONE BEDROOM UNIT 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A432201420SCALE: 1/2" = 1'-0"1 1 BDRM FOYER - ENTRY SCALE: 1/2" = 1'-0"2 1 BDRM FOYER - LIVING SCALE: 1/2" = 1'-0"3 1 BDRM LIVING - BATH/KITCHEN/BEDROOM SCALE: 1/2" = 1'-0"4 1 BDRM LIVING - WINDOW WALL & KITCHEN SCALE: 1/2" = 1'-0"6 1 BDRM LIVING - ENTRY SCALE: 1/2" = 1'-0"5 1 BDRM LIVING - PARTY WALL SCALE: 1/2" = 1'-0"7 1 BDRM BEDROOM - PARTY WALL SCALE: 1/2" = 1'-0"8 1 BDRM BEDROOM - WINDOW WALL SCALE: 1/2" = 1'-0"9 1 BDRM BEDROOM - LIVING SCALE: 1/2" = 1'-0"10 1 BDRM BEDROOM - KITCHEN WALL LEVEL 2 EL:14' - 0"2'-0"1'-0"3'-0"2'-6"3'-0"1'-6"3'-0"2'-0"1'-0"3'-0"2'-6" 36" X 36" LAZY SUSAN BASE CABINET SOLID SURFACE COUNTER, BACKSPLASH, & NOSING 24" DROP IN SINK 24" BASE CABINET (REMOVABLE) 24" X 24" CORNER UPPER CABINET REMOVABLE SOLID SURFACE COUNTER & BACKSPLASH GWB SOFFIT 1 A440 6"1'-0" FILLER 1'-3"2'-6"1'-0"3'-0"1'-6"3'-0"1'-0" FILLER 1'-3"2'-6"1'-0" FILLER 2'-0" REMOVABLE COUNTER AND BACKSPLASH REMOVABLE 24" BASE CABINET 3'X3' LAZY SUSAN BASE CABINET CABINET FILLER EXHAUST HOOD CABINET FILLER CORNER UPPER CABINET 12" DEEP UPPER CABINET GWB SOFFIT 5 A440 WATER HEATER IN COPPER PAN (SHOWN DASHED)5'-0"2'-0" FILLER 3'-3"2'-9"2'-6" 2X4 PLATFORM SUSPENDED FROM STRUCTURE ABOVE 24" DEEP PANTRY CABINET REFRIGERATOR3'-0"1'-6"3'-0"SOLID SURFACE COUNTER, BACKSPLASH, & NOSING CABINET FILLER 12" BASE CABINET 12" X 24" BLIND CORNER CABINET REMOVABLE MDF ACCESS PANEL 12" DEEP UPPER CABINET 24" ABOVE REFRIGERATOR CABINET 1'-9"CABINET FILLER 4 A440 3 A440 2 A440 LEVEL 2 EL:14' - 0" WALL MOUNTED GRAB BARS, GROUP 2B UNITS ONLY TOILET PAPER DISPENSER ADA COMPLIANT TOILET SOLID WOOD BLOCKING IN WALL PER SPECIFICATION 5 1/2"42" FOLDING SHOWER SEAT, GROUP 2B UNITS ONLY THIN SET CERAMIC WALL TILE SOAP SHELF WALL MOUNTED GRAB BARS @ TYPE 2B UNITS SURFACE MOUNTED PAINTED WOOD CABINET (W/ADJUSTABLE SHELVES) TILE BASE LOCATION OF ADJUSTABLE SHOWER BAR @ 2B UNITS VALVE CONTROL 3'-6"EQEQ 3'-0"1'-5"3 A441 2 A441 SURFACE MOUNTED WOOD CABINET WALL MOUNTED GRAB BARS @ TYPE 2B UNITS TOILET PAPER HOLDER TILE BASE4"9" 16 GA SHEET METAL IN WALL FOR GRAB BAR SUPPORT AT UNIT DEMISING WALL ONLY. PROVIDE IN ALL UNITS.CLEQ EQ WALL SCONCE LIGHTING 16" X 36" RECESSED MEDICINE CABINET SOLID SURFACE COUNTER, BACKSPLASH, & APRON TOWEL RING 24" TOWEL BAR TILE BASE 2'-0" 1 A441 4 A441 3'-0"ADJUSTABLE SHOWER HEAD & VERTICAL BAR BENCH @ TYPE 2B UNITS SOAP SHELF PAINTED WOOD CASING THIN SET CERAMIC WALL TILE LEVEL 2 EL:14' - 0"2'-10 1/4"5"3'-0"1'-0"3'-0"2'-0"1'-0"3'-0"2'-6" 2'-0"1'-0"3'-0"2'-6" 36" X 36" LAZY SUSAN BASE CABINET STL. COUNTER SUPPORT BRACKETS SOLID SURFACE OPEN COUNTER, BACKSPLASH, & NOSING 17" DROP IN SINK 12" UPPER CABINET CABINET FILLER GWB SOFFIT 8 A440 6 1/4"2'-10"1'-0"3'-0"1'-0"4'-1"1'-0"2'-0" 1'-0" FILLER 1'-3"2'-6"1'-0"2'-0" 30" ADA COOKTOP STL COUNTER SUPPORT BRACKET 3' X 3' LAZY SUSAN DEDICATED EXHAUST HOOD SWITCH SOLID SURFACE OPEN COUNTER & BACKSPLASH 9 A440 30"2'-10"5"1'-0"3'-0"ADA COMPLIANT WALL OVEN PULL OUT COUNTER STL. COUNTER SUPPORT BRACKET 2'-0" FILLER 3'-3"2'-9"2'-6" 24" DEEP RANGE CABINET SOLID SURFACE OPEN COUNTER & BACKSPLASH 24" ABOVE REFRIGERATOR CABINET 12" UPPER CABINET WATER HEATER IN COPPER PAN (SHOWN DASHED) 12" X 24" BLIND CORNER CABINET REMOVABLE MDF ACCESS PANEL 10 A440 3 A440 2 A440 SIM WALL SCONCE LIGHTING RECESSED MEDICINE CABINET TOWEL RING SOLID SURFACE COUNTER, BACKSPLASH, & APRON TILE BASE REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0"8/2/2016 5:14:11 PM8 - 3 - 2016 TA/MR PM/DD INTERIOR ELEVATIONS - ONE BEDROOM UNIT 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A433201420SCALE: 1/2" = 1'-0"1 1 BDRM KITCHEN - EAST WALL - 2A SCALE: 1/2" = 1'-0"2 1 BDRM KITCHEN - STOVE WALL - 2A SCALE: 1/2" = 1'-0"3 1 BDRM KITCHEN - WEST WALL - 2A SCALE: 1/2" = 1'-0"6 1 BDRM - BATHROOM BATH SCALE: 1/2" = 1'-0"7 1 BDRM - BATHROOM PARTY WALL SCALE: 1/2" = 1'-0"8 1 BDRM - BATHROOM EAST WALL SCALE: 1/2" = 1'-0"9 1 BDRM - BATHROOM SHOWER WALL NORTH SCALE: 1/2" = 1'-0"10 1 BDRM - BATHROOM SHOWER SOUTH SCALE: 1/2" = 1'-0"4 1 BDRM KITCHEN - EAST WALL - 2B SCALE: 1/2" = 1'-0"5 1 BDRM KITCHEN - STOVE WALL - 2B SCALE: 1/2" = 1'-0"11 1 BDRM KITCHEN - WEST WALL - 2B SCALE: 1/2" = 1'-0"12 1 BDRM - BATHROOM ENTRY WALL OPENING AT STUDIO UNIT ONLY SOLID SURFACE COUNTER & BACKSPLASH ADA COMPLIANT SINK STL COUNTER SUPPORT BRACKET 1/4" 1/2" SOLID SURFACE CAP4'-1"3'-1 1/2"3 3/4"PTD WOOD WALL BASE, TYPICAL AT UNITS. 2 1/2" ACOUSTICAL BATT INSULATION, TYPICAL. WOOD APRON BY KITCHEN MANUFACTURER 5"2'-10"1'-6 1/2"3'-0"1'-6"3'-0"2'-0"4"4"2'-1" 1'-0" 24" BASE CABINET W/ 6" DRAWER & ADJUSTABLE SHELF SOLID SURFACE COUNTER & SPLASH 12" UPPER CABINETRY W/ ADJUSTABLE SHELVING 5'-9"1'-9"1'-6 1/2"9'-0 1/2"GWB SOFFIT 24" DEEP CABINETRY REFRIGERATOR 2'-7 1/2" WATER HEATER PER MEP COPPER PAN PER MEP 2 X 4 PLATFORM FRAMING SUSPENDED FROM STRUCTURE ABOVE 24" DEEP PANTRY CABINET W/ ADJUSTABLE SHELVING FILLER STRIP PAINTED MDF ACCESS DOOR FOR DHW UNIT.3'-11 1/2"5'-1"2'-8" PAN DRAIN PER MEP 1'-6 1/2"1'-9"7"2'-2"3'-0"9'-0 1/2"2'-0" RANGE HOOD W/ 6" DUCT PAINTED GWB TYPICAL RANGE 12" UPPER CABINETRY GWB SOFFIT GWB WALL OPENING AT STUDIO UNIT ONLY SOLID SURFACE COUNTER, BACKSPLASH, & NOSING SINK 1/2" SOLID SURFACE CAP 24" SINK BASE CABINET4'-1"3'-1 1/2"3 3/4"PTD WOOD WALL BASE, TYPICAL AT UNITS. 2 1/2" ACOUSTICAL BATT INSULATION, TYPICAL.1"3'-0"12" UPPER CABINET W/ ADJUSTABLE SHELF 2'-6"1'-8"2'-10"1'-0" 2'-1"6"SOLID SURFACE, BACKSPLASH, & NOSING ADA COMPLIANT SINK STL COUNTER SUPPORT BRACKET5"WATER HEATER COPPER PAN 2 X 4 PLATFORM FRAMING SUSPENDED FROM STRUCTURE ABOVE WALL OVEN FILLER STRIP ACCESS DOOR FOR DHW UNIT.3'-11 1/2"5'-1"2'-8" CLEAR 2'-5" PULL OUT COUNTER 2'-10"5"1'-6 1/2"7'-6"2'-0" GWB SOFFIT FILLER BY KITCHEN MANUFACTURER RANGE HOOD W/ 6" DUCT SOLID SURFACE COUNTER & SPLASH WOOD APRON BY KITCHEN MANUFACTURER STL. COUNTER SUPPORT BRACKET 1'-6 1/2"3'-0"1'-6"3'-0"1'-0"3'-0"4"4"SOLID SURFACE COUNTER & SPLASH BOTTOM OF CABINET AT 2B UNITS 12" UPPER CABINETRY W/ ADJUSTABLE SHELVING GWB SOFFIT 1'-0" 11 1/2" 1'-1" 12" BASE CABINETRY W/ ADJUSTABLE SHELVING REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1" = 1'-0"8/2/2016 5:14:13 PM8 - 3 - 2016 MR DD UNIT KITCHEN DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A440201420SCALE: 1" = 1'-0"7 2B SINK COUNTER @ STUDIO SCALE: 1" = 1'-0"1 TYPICAL BASE AND UPPER CABINET SCALE: 1" = 1'-0"3 TYPICAL REFRIGERATOR/ UPPER SCALE: 1" = 1'-0"4 TYPICAL PANTRY/ WATER HEATER SCALE: 1" = 1'-0"5 TYPICAL RANGE AND UPPER CABINET SCALE: 1" = 1'-0"6 TYPICAL SINK BASE @ STUDIO SCALE: 1" = 1'-0"8 2B SINK COUNTER @ ONE BEDROOM SCALE: 1" = 1'-0"10 2B WALL OVEN/WATER HEATER SCALE: 1" = 1'-0"9 2B COOKTOP COUNTER SCALE: 1" = 1'-0"2 TYPICAL 12" BASE AND UPPER CABINET LEVEL 2 EL:14' - 0" Q LINEAR DRAIN 2X2 TILE ON WATERPROOFING MEMBRANE SOLID SURFACE THRESHOLD W/ BEVELED EDGE, 1/2" MAX HEIGHT 2X BLOCKING AT GRAB BAR LOCATIONS. 4X4 THIN SET CERAMIC TILE ON WATERPROOFING MEMBRANE CEMENT BACKER BOARD 8A 4" VINYL "ROLL-OVER" THRESHOLD 4"X4" THIN SET FLOOR TILE 1/4" / 12" SHOWER TRAY SHOWER PROFILE LEVEL 2 EL:14' - 0" ADA CLEARANCE; MAINTAIN THERMAL PROTECTION AT PIPES RECESSED MEDICINE CABINET 4"2'-5"2'-9"2'-3"2'-0" 2"6"3'-0"TILE FLOOR AND BASE SOLID SURFACE COUNTER, APRON, & SPLASH LEVEL 2 EL:14' - 0" Q 3'-0"3'-3"2'-9"WOOD BLOCKING PAINTED WOOD CABINET W/ ADJUSTABLE SHELVING & FULL OVERLAY DOOR GRAB BAR TOILET PER PLUMBING 4" TILE BASE 4"X4" THINSET TILE FLOOR DRAIN TILE FLOOR SEE A001 FOR FLOOR ASSEMBLY REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:14:15 PM8 - 3 - 2016 MR PM UNIT BATHROOM DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A441201420SCALE: 1 1/2" = 1'-0"2 SHOWER PAN SECTION SCALE: 1 1/2" = 1'-0"1 TYPICAL BATHROOM SINK COUNTER SCALE: 1" = 1'-0"3 TYPICAL CABINETRY ABOVE TOILET SCALE: 3" = 1'-0"4 TYPICAL BATHROOM FLOOR DRAIN DETAIL PAINTED GWB FINISH,TYP. INSULATED BATHROOM EXHAUST DUCT (4") PER MECHANICAL INSULATED KITCHEN HOOD EXHAUST DUCT (6") PER MECHANICAL. MINERAL WOOL BATT ACOUSTIC INSULATION UNIT PARTY WALL 18 1'-8"3 1/2" SOFFIT FRAMING 5/8" FLOOR/CEILING ASSEMBLY F-1 SEE A001 RESILIENT CHANNEL & SOUND ISOLATION CLIP, TYPICAL OF PARTITION TYPE 1C. SEE A110 & A111 FOR EXTENTS. 5/8" PTD GWB OVER 1/2" PLYWOOD, TYPICAL OF PARTITION TYPE 1C. SEE A110 & A111 FOR EXTENTS. 3C 18 PAINTED GWB FINISH,TYP. MINERAL WOOL BATT ACOUSTIC INSULATION UNIT PARTY WALL SOFFIT FRAMING 1'-8"3 1/2"5/8" FLOOR/CEILING ASSEMBLY F-1 SEE A001 RESILIENT CHANNEL, TYPICAL OF PARTITION TYPE 3B. SEE A110 & A111 FOR EXTENTS. 5/8" PTD GWB, TYPICAL OF PARTITION TYPE 3B. SEE A110 & A111 FOR EXTENTS. 3B 1'-2 1/2"REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 3" = 1'-0"8/2/2016 5:14:15 PM8 - 3 - 2016 MR PM TYPICAL UNIT DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A442201420SCALE: 3" = 1'-0"1 DETAIL SECTION - UNIT KITCHEN SOFFITS SCALE: 3" = 1'-0"2 DETAIL SECTION - UNIT SOFFITS PLYWOOD SUBFLOOR PER STRUCTURAL 20 MIN. FIRE RATED DOOR AND FRAME AS SCHEDULED 1" CEMENTITIOUS UNDERLAYMENT LINOLEUM PLANK CARPET CARPET/LINOLEUM TRANSITION FLOOR FRAMING PER STRUCTURAL LEVEL 2 EL:14' - 0" PLYWOOD SUBFLOOR PER STRUCTURAL DOOR AND FRAME AS SCHEDULED 1" CEMENTITIOUS UNDERLAYMENT LINOLEUM PLANK CERAMIC TILE FINISH & UNDERLAYMENT GRANITE THRESHOLD FLOOR FRAMING PER STRUCTURAL 4" TILE PER FINISH SCHEDULE CONCRETE SLAB GROUT ACOUSTICAL UNDERLAYMENT METAL TRANSITION STRIP DOOR AND FRAME PER SCHEDULE 1/2"STOREFRONT PER SPECIFICATION CARPET TILE PER SPECIFICATION TILE PER SPECIFICATION METAL TRANSITION STRIP CONCRETE SLAB PLYWOOD SUBFLOOR PER STRUCTURAL DOOR AND FRAME AS SCHEDULED 1" CEMENTITIOUS UNDERLAYMENT THRESHOLD. SEE HARDWARE SCHEDULE. SHEET CARPET FLOOR FRAMING PER STRUCTURAL CARPET TILE 1/4"6" CARPET PER FINISH SCHEDULE CONCRETE SLAB ACOUSTICAL UNDERLAYMENT TRANSITION STRIP DOOR AND FRAME PER SCHEDULE ACOUSTICAL UNDERLAYMENT CARPET LINOLEUM PLANK TRANSITION STRIP SLAB OR FLOOR FRAMING PER STRUCTURAL WALK OFF MAT, FLUSH W/ CONCRETE SURFACE CONCRETE SLAB METAL WALK OFF MAT FRAME REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 3" = 1'-0"8/2/2016 5:14:18 PM8 - 3 - 2016 MR PM INTERIOR DETAILS - FLOOR TRANSITIONS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A500201420SCALE: 3" = 1'-0"7 TRANSITION - TYPICAL UNIT ENTRY THRESHOLD SCALE: 3" = 1'-0"8 TRANSITION - TYPICAL UNIT BATHROOM TRHESHOLD SCALE: 3" = 1'-0"2 TRANSITION- TILE TO CONCRETE SCALE: 3" = 1'-0"3 TRANSITION - TILE TO CARPET SCALE: 3" = 1'-0"6 TRANSITION - STAIR SCALE: 3" = 1'-0"4 TRANSITION - CARPET TO CONCRETE SCALE: 3" = 1'-0"5 TRANSITION - CARPET TO LINOLEUM SCALE: 3" = 1'-0"1 TRANSITION - WALK OFF MAT TO CONCRETE 9"MIN CLEAR 8"MIN CLEAR27"ADA CLEARANCE; MAINTAIN THERMAL PROTECTION AT PIPES 2'-0"4"4"MIRROR PER SPECIFICATION TILE BASE SOLID SURFACE PER FINISH SCHEDULE LEVEL 1 EL:0' - 0"4 1/2"1'-9 1/2"4"4"2'-10"2'-6" 1'-1 1/2"3"1'-1 1/2" PLAM COUNTER AND NOSING ON PLYWOOD SUBSTRATE, TYP. POWER/DATA RUBBER BASE HIGH COUNTER BEYOND LEVEL 1 EL:0' - 0" PLAM COUNTER AND NOSING ON PLYWOOD SUBSTRATE, TYP. PLAM FIXED SHELF POWER/DATA RUBBER BASE4"1'-3"2 1/2"1'-0 1/2"4"4"3'-6"2'-6" 1'-1 1/2"3"1'-1 1/2" 2" F 8 STAVED WOOD COLUMN, STAINED FINISH (SMOOTH RADIUS EXTERIOR) HOLLOW STRUCTURAL SECTION COLUMN4"4"VARIESSTAVED WOOD COLUMN FINISH 4x4 TUBE COLUMN TREATED WITH INTUMESCENT PAINT CEILING FLOOR REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:14:19 PM8 - 3 - 2016 MR/VO PM CASEWORK PLANS, ELEVATIONS & DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A501201420SCALE: 1" = 1'-0"3 PUBLIC TOILET ROOM VANITY SCALE: 1" = 1'-0"1 HAP RECEPTION - ACCESSIBLE COUNTER SCALE: 1" = 1'-0"2 HAP RECEPTION - HIGH COUNTER SCALE: 1 1/2" = 1'-0"4 STAVED WOOD COLUMN COVER DETAIL SCALE: 1" = 1'-0"5 ELEVATION AT STAVED WOOD COLUMN COVER R Q 2 A611 2022 4 A500 CONCRETE CARPET TILE STAIR 1 1-1 UP MIN 3'-8" 1 A611 1'-11"1 1/2" 1 1/2" 1 1/2" 1 1/2" 5 A611 6 A611 5'-4 1/2"2 A611 2022 6 A500 STAIR 1 1-2 UPDOWN MIN 3'-8" MIN 3'-8" 1 A611 1'-0"1'-11"1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2"1'-11"1'-0"CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO WALL POST FOR LANDING ABOVE POST FOR LANDING ABOVE POST FOR LANDING ABOVE POST FOR LANDING ABOVE 6 A614 2X6 WOOD STUD WALL WITH 1/2" GWB BOTH SIDES 5 A611 6 A611 4'-7"5'-5"2 A611 2022 1 A611 UPDOWN 1 1/2" 1 1/2" 1 1/2" 1 1/2"1'-0"1'-11"MIN 3'-8" MIN 3'-8" 1 1/2" 1 1/2"1 1/2" 1 1/2" STAIR 1 1-3 CONTINUOUS METAL PIPE HANDRAIL, PAINTED MOUNTED TO WALL1'-11"1'-0"6 A614 2X6 WOOD STUD WALL WITH 1/2' GWB BOTH SIDES 5 A611 6 A611 R Q 2 A611 2022 1 A611 STAIR 1 1-4 1'-0"5 A611 6 A611 UP TO ROOF DOWN 2X6 WOOD STUD WALL WITH 1/2" GWB BOTH SIDES CONTINUOUS METAL PIPE HANDRAIL, PAINTED MOUNTED TO WALL ALTERNATING TREAD DEVICE FOR ACCESS TO ROOF MIN 3'-8" 1 1/2" 1 1/2"1 1/2" 1 1/2"1'-11"1'-0"11"6'-5"CL3'-0"4'-1"1-4A MAINTENANCE ACCESS ONLY REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0"8/2/2016 5:14:21 PM8 - 3 - 2016 KB DD/PM STAIR 1 PLANS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A601201420SCALE: 1/2" = 1'-0"1 STAIR 1-1 PLAN SCALE: 1/2" = 1'-0"2 STAIR 1-2 PLAN SCALE: 1/2" = 1'-0"3 STAIR 1-3 PLAN SCALE: 1/2" = 1'-0"4 STAIR 1-4 PLAN B UP B B B E 8 T U 1 A612 12 3 A612 102.5°HOSE VALVE CABINET, RATED PER WALL ASSEMBLY. SEE FIRE PROTECTION DRAWINGS & SPECIFICATION.WALKLINECONTINUOUS METAL PIPE HANDRAIL MOUNTED TO WALL CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO PERFORATED METAL GUARDRAIL PERFORATED METAL GUARDRAIL POSTS FOR LANDING ABOVE 4 A612 5 A612 MIN 3'-8" 4 '-6 1 /4 " 1'-0"11"11"11"11"11"11"3 A613 2 A612 A613 4 ACCORDION FIRE DOOR IN POCKET SOFFIT ABOVE 4 1/2"4 1/2"DOOR LOCATION WHEN CLOSED CL ACCORDION DOOR 2-3/8" X 1-1/2" STRIKER JAMBS BY MANUFACTURER. FINISH WALL TO TOP OF FINISHED FLOOR, NO BASE OR MOULDING MATERIAL ALLOWED.(3'-8" MIN)3'-8 3/4"1'-11"1 1 /2 " 1 1 /2 " 9 '-0 " E 8 T U 1 A612 12 3 A612 UP DOWN MIN 3'-8" 1 1/2" 1 1/2"1 1/2" 1 1/2"1'-0"1'-11"MIN 3'-8" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1'-11"1'-0"STAIR 2 2-2 CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO WALL CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO PERFORATED METAL GUARDRAIL CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO WALL PERFORATED METAL GUARDRAIL PERFORATED METAL GUARDRAIL CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO PERFORATED METAL GUARDRAIL POST FOR LANDINGS ABOVE POSTS FOR LANDINGS ABOVE POSTS FOR LANDINGS ABOVE 4 A612 5 A612 3 A613 2 A612 4'-4"1 1/2"1 1/2"E 8 T U 1 A612 12 3 A612 MIN 3'-8" 1 1/2" 1 1/2"1'-0"1 1/2" 1 1/2"1'-0"DOWN 1 1/2" 1 1/2" 1 1/2" 1 1/2" MIN 3'-8"1'-11"1'-11"STAIR 2 2-3 CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO WALL CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO PERFORATED METAL GUARDRAIL CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO WALL PERFORATED METAL GUARDRAILPERFORATED METAL GUARDRAIL CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO PERFORATED METAL GUARDRAIL POST FOR LANDINGS ABOVE POST FOR LANDINGS ABOVE POSTS FOR LANDINGS ABOVE 4 A612 5 A612 UP 4'-4"1 1/2"1 1/2"8 T U 1 A612 12 3 A612 STAIR 2 2-4 CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO WALL CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO PERFORATED METAL GUARDRAIL CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO WALL PERFORATED METAL GUARDRAIL PERFORATED METAL GUARDRAIL CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO PERFORATED METAL GUARDRAIL DOWN 1 1/2" 1 1/2"1 1/2" 1 1/2"1'-11"1'-0"1 1/2" 1 1/2" 1 1/2"1 1/2" DOWN 4 A612 5 A612 MIN 3'-8"1 1/2"1 1/2"REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0"8/2/2016 5:14:24 PM8 - 3 - 2016 TA/PM/KB DD/PM STAIR 2 PLANS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A602201420SCALE: 1/2" = 1'-0"1 STAIR 2-1 - PLAN SCALE: 1/2" = 1'-0"2 STAIR 2-2 - PLAN SCALE: 1/2" = 1'-0"3 STAIR 2-3 PLAN SCALE: 1/2" = 1'-0"4 STAIR 2-4 PLAN 5 AC 7 1 A614 4 6 STAIR 3 3-1 2 A614 UP UNASSIGNED 125 3 A614 4 A614 MIN 3'-8"1'-11"1 1/2" 1 1/2"1 1/2" 1 1/2"3'-10 1/4"AC 1 A614 2 A614 UPDOWN MIN 3'-8"1'-11"1'-0"MIN 3'-8" 1 1/2" 1 1/2"1 1/2" 1 1/2"1 1/2" 1 1/2"1 1/2" 1 1/2"1'-11"1'-0"CONTINUOUS PAINTED METAL PIPE HANDRAIL MOUNTED TO WALL STAIR 3 3-2 POST FOR LANDING ABOVE POST FOR LANDING ABOVE POST FOR LANDING ABOVE POST FOR LANDING ABOVE 2X6 WOOD STUD WALL WITH 1/2" GWB BOTH SIDES 3 A614 4 A614 11"11"4'-9 1/4"MIN3'-8"AC 1 A614 2 A614 STAIR 3 3-3 MIN 3'-8" MIN 3'-8" 1 1/2" 1 1/2" 1 1/2" 1 1/2"1 1/2" 1 1/2" 1 1/2" 1 1/2"1'-0"1'-11"1'-11"1'-0"DOWN UP CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO WALL 2X6 WOOD STUD WALL WITH 1/2" GWB BOTH SIDES 3 A614 4 A614 11"4'-9 1/4"11"5'-6"5 AC 7 1 A614 4 6 2 A614 STAIR 3 3-41'-11"1'-0"1'-0"1 1/2" 1 1/2"1 1/2" 1 1/2" 3 A614 4 A614 MIN 3'-8 1/4" CONTINUOUS METAL PIPE HANDRAIL MOUNTED TO WALL 2X6 WOOD STUD WALL WITH 1/2" GWB BOTH SIDES 2X4 WOOD STUD WALL WITH 1/2" GWB BOTH SIDES11"5'-6"5'-0 3/4"REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1/2" = 1'-0"8/2/2016 5:14:26 PM8 - 3 - 2016 TA/PM/KB DD/PM STAIR 3 PLANS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A603201420SCALE: 1/2" = 1'-0"1 STAIR 3-1 PLAN SCALE: 1/2" = 1'-0"2 STAIR 3-2 PLAN SCALE: 1/2" = 1'-0"3 STAIR 3-3 PLAN SCALE: 1/2" = 1'-0"4 STAIR 3-4 PLAN LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" T.O. FOOTING EL:-4' - 0" R Q LEVEL 0 EL:-0' - 6" 12 TREADS @ 11" 11'-0"13 RISERS @ 6-3/4"7'-4"10 RISERS @ 6-3/4"5'-7 1/4"3'-0"3'-0"3'-0"3'-0"3'-0"1 1 1 / 4 " CONTINUOUS METAL PIPE HANDRAIL, PAINTED MOUNTED TO WALL 2X12 WOOD STRINGERS GWB CEILING SHEET CARPETING ON PLYWOOD RISERS & TREADS RUBBER NOSING 6 A614 5 A611 6 A611 10 RISERS @ 6-3/4"5'-7 1/4"A611 9 SIM A611 3 T.O. FOOTING EL:-4' - 0" R Q 11 RISERS @ 11" 10'-1"12 RISERS @ 6-3/4"6'-9"3'-0"3'-0"3'-0"11 1/4"CONTINUOUS METAL PIPE HANDRAIL, PAINTED MOUNTED TO WALL 2X12 WOOD STRINGERS GWB CEILING SHEET CARPETING ON PLYWOOD RISERS & TREADS RUBBER NOSING A614 5 6 A614 5 A611 6 A611 9 RISERS @ 6-3/4"5'-0 3/4"8 TREADS @ 11" 7'-4"9 RISERS @ 6-3/4"5'-0 3/4"8 TREADS @ 11" 7'-4" A611 3 SIM A611 9 SIM T.O. FOOTING EL:-4' - 0" 2 A611 2022 1 A611 A614 6 3 A373 A611 7 A611 8 A611 8 SIM ALTERNATING TREAD DEVICE FOR ROOF ACCESS ROOF HATCH WITH GUARD RAIL LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" T.O. FOOTING EL:-4' - 0" 2 A611 2022 LEVEL 0 EL:-0' - 6" 1 A611 A611 7 SIM A611 9 20 GWB PER WALL TYPE RIM JOIST I-JOIST NOTCH 2 LAYERS OF GWB AROUND I-JOIST PLYWOOD PER WALL TYPE WOOD WALL FRAMING ACOUSTIC INSULATION PER WALL TYPE RESILIENT CHANNEL PER WALL TYPE SUBFLOOR PER FLOOR TYPE WEB STIFFENER 20 STAIR STRINGER PLYWOOD TREAD CARPET ON RISER & TREAD RUBBER NOSING GWB PER WALL TYPE PLYWOOD PER WALL TYPE 2X WOOD FURRING GWB FINISH ON UNDERSIDE OF STAIRS WOOD WALL FRAMING ACOUSTIC INSULATION PER WALL TYPE RESILIENT CHANNEL PER WALL TYPE 20 GWB PER WALL TYPE PLYWOOD PER WALL TYPE PLYWOOD SUBFLOOR CARPET FINISH 2X WOOD FRAMING 2X WOOD FURRING GWB FINISH ON UNDERSIDE OF LANDING ACOUSTIC INSULATION PER WALL TYPE RESILIENT CHANNEL PER WALL TYPE Q PLYWOOD PER WALL TYPE, EXTEND TO SUBFLOOR CONTINUOUS GWB PER WALL TYPE, EXTEND TO SUBFLOOR GWB PER WALL TYPE, EXTEND TO SUBFLOOR BETWEEN JOISTS GWB CEILING ON 2X FURRING CEILING TYPE C-1, SEE A002 REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:14:30 PM8 - 3 - 2016 KB DD/PM STAIR 1 SECTIONS & DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A611201420SCALE: 1/4" = 1'-0"1 STAIR 1 BUILDING SECTION 1 SCALE: 1/4" = 1'-0"2 STAIR 1 BUILDING SECTION 2 SCALE: 1/4" = 1'-0"5 STAIR 1 BUILDING SECTION 3 SCALE: 1/4" = 1'-0"6 STAIR 1 BUILDING SECTION 4 SCALE: 1 1/2" = 1'-0"7 2-HR RATED SHEAR BEARING WALL @ I-JOIST FLOOR SCALE: 1 1/2" = 1'-0"8 2-HR RATED SHEAR BEARING WALL @ STRINGER SCALE: 1 1/2" = 1'-0"9 2-HR RATED SHEAR BEARING WALL @ LANDING SCALE: 1 1/2" = 1'-0"3 2-HR RATED SHEAR BEARING WALL @ 2X10 FLOOR LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" E U T.O. FOOTING EL:-4' - 0" LEVEL 0 EL:-0' - 6" 9 TREADS @ 11" 8'-3" 9 TREADS @ 11" 8'-3"3'-0"3'-6"3'-0"9 TREADS @ 11" 8'-3"10 RISERS @ 6-3/4"5'-7 1/4"10 RISERS @ 6-3/4"5'-7 1/4"CONTINUOUS METAL PIPE HANDRAIL, PAINTED MOUNTED TO PERFORATED METAL GUARDRAIL PERFORATED METAL GUARDRAIL, PAINTED 11 1/4"2X12 WOOD STRINGERS GWB CEILING SHEET CARPETING ON PLYWOOD RISERS & TREADS RUBBER NOSING 3'-6"A613 1 CURVED GWB WALL MIN7'-6"CURVED GWB WALL A611 3 SIM A611 9 SIM A330 7 A330 8 A330 6 T 15 RISERS @ 6-3/4"8'-5 1/2"8 TREADS @ 11" 7'-4" 14 TREADS - SEE PLAN 3'-0"3'-0"3'-0"3'-0"3'-6"9 RISERS @ 6-3/4"5'-0 3/4"8 TREADS @ 11" 7'-4" 1 1 1 / 4 " CONTINUOUS METAL PIPE HANDRAIL, PAINTED MOUNTED TO WALL CONTINUOUS METAL PIPE HANDRAIL, PAINTED MOUNTED TO PERFORATED METAL GUARDRAIL PERFORATED METAL GUARDRAIL, PAINTED 2X12 WOOD STRINGERS GWB CEILING SHEET CARPETING ON PLYWOOD RISERS & TREADS RUBBER NOSING A614 5 SIM 6 A614 SIM MIN7'-6"9 RISERS @ 6-3/4"5'-0 3/4"A611 9 SIM A611 3 SIM 1 1/2"1 1/2"4"1-1/2" DIAMETER METAL PIPE HANDRAIL, PAINTED 1/2" DIAMETER METAL BRACKET, PAINTED HOLLOW METAL TUBE, PAINTED 2"2" PERFORATED METAL PANEL, PAINTED ATTACHED TO METAL FRAME 4-1/2" X 1-1/2" METAL PLATE, PAINTED ATTACHED TO METAL FRAME METAL C-CHANNEL, PAINTED RUN PARALLEL TO HANDRAIL WITHIN HOLLOW METAL TUBE FRAME 1-1/2" DIAMETER METAL PIPE HANDRAIL, PAINTED 1/2" DIAMETER METAL BRACKET, PAINTED 4-1/2" X 1-1/2" METAL PLATE, PAINTED ATTACHED TO METAL FRAME 2"2"HOLLOW METAL TUBE, PAINTED PERFORATED METAL PANEL, PAINTED ATTACHED TO METAL FRAME PERFORATED METAL PANEL, PAINTED ATTACHED TO METAL FRAME HOLLOW METAL TUBE, PAINTED THROUGH BOLTED INTO WOOD STAIR STRUCTURE CURB SHEET CARPETING ON PLYWOOD TREAD RUBBER NOSING 123 A612 A611 7 SIM A611 8 SIM LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 8 1 A612 T.O. FOOTING EL:-4' - 0" LEVEL 0 EL:-0' - 6" A611 8 SIM A374 1 A613 5 9'-2"ACCORDION FIRE DOOR TRACK ACCORDION FIRE DOOR REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:14:34 PM8 - 3 - 2016 KB DD/PM STAIR 2 SECTIONS & DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A612201420SCALE: 1/4" = 1'-0"1 STAIR 2 - BUILDING SECTION 1 SCALE: 1/4" = 1'-0"3 STAIR 2 - BUILDING SECTION 2 SCALE: 3" = 1'-0"6 STAIR 2 HANDRAIL DETAIL 1 SCALE: 3" = 1'-0"7 STAIR 2 HANDRAIL DETAIL 2 SCALE: 3" = 1'-0"8 STAIR 2 HANDRAIL DETAIL 3 SCALE: 1/4" = 1'-0"4 STAIR 2 - BUILDING SECTION 3 SCALE: 1/4" = 1'-0"5 STAIR 2 - BUILDING SECTION 4 SCALE: 1/4" = 1'-0"2 STAIR 2 - SECTION AT ACCORIDAN DOOR RUBBER NOSING SHEET CARPETING PLYWOOD TREADS & RISERS 2X12 WOOD STRINGER GWB FINISH 11 1/4"2"CURB HOLLOW METAL FRAME, PAINTED PERFORATED METAL PANEL, PAINTED 6 A612 7 A612 8 A612 2 A613 LEVEL 2 EL:14' - 0" 1 A612 HOLLOW METAL FRAME, PAINTED PERFORATED METAL PANEL, PAINTED MOUNTED TO METAL FRAME CURB 2X12 WOOD STRINGERS GWB FINISH CONTINUOUS METAL PIPE HANDRAIL, PAINTED PERFORATED METAL PANEL, PAINTED SHEET CARPETING ON PLYWOOD TREAD RUBBER NOSING GWB FINISH HOLLOW METAL FRAME METAL C-CHANNEL RUNNING PARALLEL TO HANDRAIL INSIDE HOLLOW METAL FRAME 3 A612 HOLLOW METAL FRAME, PAINTED PERFORATED METAL PANEL, PAINTED MOUNTED TO METAL FRAME CURB 2X12 WOOD STRINGERS GWB FINISH CONTINUOUS METAL PIPE HANDRAIL, PAINTED PERFORATED METAL PANEL, PAINTED SHEET CARPETING ON PLYWOOD TREAD RUBBER NOSING CURVED WOOD FRAMED WALL HOLLOW METAL FRAME METAL C-CHANNEL RUNNING PARALLEL TO HANDRAIL INSIDE HOLLOW METAL FRAME SLIDING JAMB BY MANUFACTURER FLOATING JAMB-STOPS BY MANUFACTURER FLAT LEADPOST/POCKET COVER DOOR BY MANUFACTURER. NO TILE, STONE, METAL FACING, BASE OR MOLDING MATERIAL ALLOWED. 2-HR WALL CONSTRUCTION SOLID CONTINUOUS BLOCKING PLACED 5" FROM THE FACE OF THE POCKET 5" TWO 4" X 4" "J" BOXES RECESSED MOUNTED 12" BELOW BOTTOM OF SOFFIT MIN1'-6"MIN 1'-8" ACCORDION FIRE DOOR PANEL LINE OF SOFFIT ABOVE PREFINISHED EXTRUDED ALUMINUM TRIM FIBER CEMENT PANEL & COLOR MATCHED FASTENER BY PANEL MANUFACTURER, ON 1X6 WOOD FURRING 1/2" DIA. THREADED RODS WITH NUTS & WASHERS BY MANUFACTURER. 12" FROM EACH END & SPACED 2'-0" MAX IN THE OPENING 2-HR WALL CONSTRUCTION POCKET WALLS TO BE PLUMB TO WITHIN +/- 1/8" TO MAINTAIN PROPER REVEAL & CLEARANCE AT LEADPOST PRE-FINISHED WHITE TRACK ASSEMBLY BY MANUFACTURER 1'-6" FLAT LEAD POST/POCKET COVER DOOR BY MANUFACTURER. 2X WOOD STRUCTURE, SEE STRUCTURAL DRAWINGS MIN3 1/4"PREFINISHED EXTRUDED ALUMINUM TRIM REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1 1/2" = 1'-0"8/2/2016 5:14:37 PM8 - 3 - 2016 KB DD/PM STAIR 2 DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A613201420SCALE: 1 1/2" = 1'-0"1 STAIR 2 DETAIL 1 SCALE: 1 1/2" = 1'-0"2 STAIR 2 DETAIL 2 SCALE: 1 1/2" = 1'-0"3 STAIR 2 HANDRAIL DETAIL 4 SCALE: 1 1/2" = 1'-0"4 ACCORDIAN FIRE DOOR - POCKET SCALE: 1 1/2" = 1'-0"5 ACCORDIAN FIRE DOOR - HEADER LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 57 T.O. FOOTING EL:-4' - 0" 6 3 A300 LEVEL 0 EL:-0' - 6"14 RISERS @ 7"8'-2"3'-0"13 TREADS @ 11" 11'-11" 9 TREADS @ 11" 8'-3" 9 TREADS @ 11" 8'-3"10 RISERS @ 6-3/4"5'-7 1/4"10 RISERS @ 6-3/4"5'-7 1/4"3'-0"3'-0"3'-0"3'-0"11 1/4"CONTINUOUS METAL PIPE HANDRAIL, PAINTED MOUNTED TO WALL 2X12 WOOD STRINGERS GWB CEILING CARPET ON PLYWOOD RISERS & TREADS RUBBER NOSING A614 5 SIM 6 A614 SIM A611 9 SIM A611 9 SIM 6"57 46 11 RISERS @ 7"6'-5"9 RISERS @ 6-3/4"5'-0 3/4"8 TREADS @ 11" 7'-4" 10 TREADS @ 11" 9'-2"3'-0"3'-0"3'-0"3'-0"3'-0"1 1 1 / 4 " CONTINUOUS METAL PIPE HANDRAIL, PAINTED MOUNTED TO WALL 2X12 WOOD STRINGERS GWB CEILING CARPET ON PLYWOOD RISERS & TREADS RUBBER NOSING A611 3 SIM A611 9 SIM BA C 1 A614 2 A614 A611 7 SIM A611 8 SIM A611 8 SIM LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" BA C 1 A614 T.O. FOOTING EL:-4' - 0" LEVEL 0 EL:-0' - 6" 2 A614 A611 7 SIM A611 9 SIM 6 3/4" RISER11" TREAD 3/4" OFFSET RUBBER NOSING SHEET CARPETING PLYWOOD TREADS & RISERS 2X12 WOOD STRINGER GWB 11 1/4"1 1/2"1 1/2"4"1-1/2" DIAMETER METAL HANDRAIL, PAINTED 1/2" DIAMETER METAL BRACKET, PAINTED1 1/2"4-1/2" X 1-1/2" METAL PLATE, PAINTED MOUNTED TO WALL REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:14:40 PM8 - 3 - 2016 KB DD/PM STAIR 3 SECTIONS & DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A614201420SCALE: 1/4" = 1'-0"1 STAIR 3 - BUILDING SECTION 1 SCALE: 1/4" = 1'-0"2 STAIR 3 - BUILDING SECTION 2 SCALE: 1/4" = 1'-0"3 STAIR 3 - BUILDING SECTION 3 SCALE: 1/4" = 1'-0"4 STAIR 3 - BUILDING SECTION 4 SCALE: 1 1/2" = 1'-0"5 TYPICAL STAIR DETAIL SCALE: 3" = 1'-0"6 TYPICAL HANDRAIL DETAIL AB C AB C E 8 4 A620 3 A620 6'-8"5'-6"6'-11"8'-8" 10 1/2"3'-6" RECESSED SMOKE CURTAIN (ABOVE) STAINLESS STEEL ENTRY1 1/4"1 1/2"5 A612 E 8 4 A620 3 A620 RECESSED SMOKE CURTAIN (ABOVE) STAINLESS STEEL ENTRY EMR 223 4'-9" 5 A612 LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" E T.O. FOOTING EL:-4' - 0" A621 1 A621 2 A621 3 A621 4 LEVEL 0 EL:-0' - 6" RECESSED SMOKE CURTAIN TYPICAL OF ELEVATOR ENTRANCES SUSPENDED ACOUSTICAL TILE CEILING GWB SOFFIT SLAB ON GRADE 7'-0"7'-0 1/2"7'-2"7'-1"8'-4"8'-4"8'-4"9'-2"10'-0"10"5'-4"10'-8"10'-8"10'-8"14'-0"6"3'-6"RECESSED SMOKE CURTAIN TYPICAL OF ELEVATOR ENTRANCES SUSPENDED GWB CEILING RECESSED SMOKE CURTAIN TYPICAL OF ELEVATOR ENTRANCES SUSPENDED GWB CEILING RECESSED SMOKE CURTAIN TYPICAL OF ELEVATOR ENTRANCES SUSPENDED GWB CEILING STAINLESS STEEL ENTRY STAINLESS STEEL ENTRY STAINLESS STEEL ENTRY STAINLESS STEEL ENTRY HOISTWAY BEAM, SEE STRUCTURAL LOUVER HEAD HOUSE ROOF CONSTRUCTION EPDM ROOFING 1/2" COVER BOARD 4" RIGID INSULATION 3 1/2" CONCRETE TOPPING ON 2" METAL DECK, SEE STRUCTURAL HEAD HOUSE WALL CONSTRUCTION FIBER CEMENT PANEL 3/4" FURRING CONTINUOUS ICE & WATER SHIELD 1/2" PLYWOOD 2X4 WOOD FRAMING WITH RIGID INSULATION 8" CMU WALL 9'-1 1/2"9'-1 1/2"LOBBY 100 LOBBY 400 LOBBY 300 4'-11 1/2"52'-2"A373 1 LEVEL 1 EL:0' - 0" LEVEL 2 EL:14' - 0" LEVEL 3 EL:24' - 8" LEVEL 4 EL:35' - 4" ROOF (T.O. DECK) EL:46' - 0" 81 A612 T.O. FOOTING EL:-4' - 0" LEVEL 0 EL:-0' - 6" EMR 223 UTILITY 323 UTILITY 423 STAIR 2 2-4 STAIR 2 2-3 STAIR 2 2-2 MEN'S REST. RM 119 PIT LADDER6'-2"10'-8"10'-8"10'-8"14'-0"6"3'-6"52'-2"4'-11 1/2"REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com As indicated 8/2/2016 5:14:42 PM8 - 3 - 2016 KB DD/PM ELEVATOR PLANS & SECTIONS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A620201420SCALE: 1/2" = 1'-0"1 ENLARGED ELEVATOR PLAN SCALE: 1/2" = 1'-0"2 ENLARGED ELEVATOR & EMR PLAN - LEVEL 2 SCALE: 1/4" = 1'-0"3 SECTION THROUGH ELEVATOR DOOR SCALE: 1/4" = 1'-0"4 SECTION TRHOUGH ELEVATOR CAB LEVEL 1 EL:0' - 0" ELEVATOR CAB SILL ANCHOR BOLTS & PLATE ATTACHMENT PER ELEVATOR DOOR MANUFACTURER VAPOR BARRIER. CIP CONCRETE SLAB ON GRADE. SEE STRUCTURAL DRAWINGS. CRUSHED STONE & FILL PER STRUCTURAL LEVEL 2 EL:14' - 0" ELEVATOR CAB SILL ANCHOR BOLTS & PLATE ATTACHMENT PER ELEVATOR DOOR MANUFACTURER FLOOR FINISH VARIES, SEE FINISH SCHEDULE 1" CEMENTITIOUS UNDERLAYMENT, TYP. POLYETHYLENE VAPOR BARRIER. 3/4" T&G PLYWOOD DECK PER STRUCTURAL DRAWINGS ENGINEERED WOOD FRAMING PER STRUCTURAL DRAWINGS CMU BLOCK RECESSED SMOKE CURTAIN TYPICAL OF ELEVATOR ENTRANCES. REFER TO MANUFACTURER'S SPECIFICATION FOR REQUIRED CLEARANCES. GWB SOFFIT STAINLESS STEEL ENTRY LINE OF SMOKE CURTAIN AUXILIARY RAIL BEYOND PROVIDE BLOCKING AS REQUIRED. SILICONE SEALANT ROOF (T.O. DECK) EL:46' - 0" WOOD FRAMING PER STRUCTURAL DRAWINGS 3/4" T&G PLYWOOD SHEATHING PER STRUCTURAL DRAWINGS 1/2" COVER BOARD FULLY ADHERED VAPOR BARRIER 3" CONTINUOUS POLYISOCYANURATE RIGID INSULATION. TAPERED POLYISOCYANURATE RIGID INSULATION. PITCH TO DRAIN 1/4" OVER 1'-0" PER ROOF PLAN. DEPTH VARIES, MAX 6". FULLY ADHERED ROOFING MEMBRANE CMU BLOCK REVISION: SHEET INFO: ISSUANCE: DATE: SCALE: DRAWN: CHECKED: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 1" = 1'-0"8/2/2016 5:14:43 PM8 - 3 - 2016 JC DD/PM ELEVATOR DETAILS 155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155CONTRACT DOCUMENTS - PERMIT DRAWINGS A621201420SCALE: 1" = 1'-0"1 ELEVATOR OPENING AT LEVEL 1 SCALE: 1" = 1'-0"2 SECTION THROUGH ELEVATOR DOOR LEVEL 2-4 SCALE: 1" = 1'-0"3 TYPICAL ELEVATOR HEAD DETAIL SCALE: 1" = 1'-0"4 SECTION THROUGH ELEVATOR AT ROOF REVISION:SHEET INFO:ISSUANCE:DATE:SCALE:DRAWN:CHECKED:NONEBSMRRGENERAL NOTES155 Pleasant Street Northampton, MA 01060 LIVE 155 S0.01201420LDa Architects, LLP222 Third Street, Suite 3212Cambridge, MA 02142617 621-1455 fax 617 621-1477www.LDa-Architects.comOffice of Peter Frothingham Registered Architect181 Main Street, Suite OneNorthampton, MA 01060413 585-5910www.pfra.usCONTRACT DRAWINGS - PERMITDRAWING08/03/16 8(UNLESS SHOWN OTHERWISE ON DRAWINGS)Fy=60000 PSIBARSIZE#3#4#5#6#7#8#9#10#11TOP BARSOTHER BARS2134562135616"16"16"16"16"16"18"18"18"18"18"18"24"24"24"24"24"26"40"32"30"30"30"30"57"45"40"36"36"36"77"62"54"43"42"42"102"81"71"57"51"48"55"64"72"90"103"129"163"131"114"92"82"65"80"100"112"140"160"200"20"19"19"19"19"19"31"25"23"23"23"23"44"35"31"28"28"28"33"33"33"42"48"59"78"63"55"44"39"37"99"79"69"56"50"42"126"101"88"70"63"50"62"77"86"108"123"154"f = 4000 PSI,NORMAL WEIGHTCATEGORY4CATEGORYCATEGORYSTRUCTURALELEMENTCONCRETECOVERALL OTHERSDIAbbDIAb2DIADIAbDIAbCATEGORY ACCORDING TOCENTER-TO-CENTER BAR SPACING2DIAbbbbbbb3DIA3DIA4DIA4DIA6DIA6DIADIAbTYPICAL ABBREVIATIONS11121111211333535646 = EQUAL TO OR LESS THAN = GREATER THAN = EQUAL TO OR GREATER THAN = LESS THAN = NOMINAL BAR DIAMETERBEAMS, COLUMNS, ANDINNER LAYER OFWALLS OR SLABSCLASS B TENSION SPLICEHORIZ BARSSTD HOOK, 1'-0" MIN21910112 MIN12241112CONSTRUCTIONJOINT (CONST JT)53MINIMUM SPLICE AND EMBEDMENT LENGTH SCHEDULESEE SPLICE SCHEDULESEE SPLICE SCHEDULE MATCH SIZE ANDSPACING OF SMALLERHORIZ BARLAP OUTSIDE BARS ORPROVIDE CORNER BARS ASSHOWN. WHERE SIZES OFOUTSIDE HORIZ BARSDIFFER DETERMINESPLICE LENGTH BYUSING SMALLER SIZE0" TYPSEE SPLICE SCHEDULE STD HOOK1'-0" MINSTD HOOK1'-0" MIN0" TYP0" TYPMATCH SIZE& SPACINGOF HORIZBARS INTHIS WALLT3T3 CONTINOUSKEYWAYOPTIONALCONST JOINTT3 INTERIOR FACE(OCCUPIED SPACE)REGLET, IF EXPOSED.FOR DETAILS SEEARCHT DWGS.T REBAR, SAME SIZE ANDSPACING AS HORIZ WALLREINF X 80 DIA LONG.TGROOVE, CONTINOUS OVERTOP OF WALL. SEALANT ONEXTERIOR FACE AND TOP.CAULK BELOW GRADE.2"34"12"T/6 D SAW CUT 18"x112" CONTCONTROL JTD/3D/3CONSTRUCTIONJOINT (CJ)VAPOR BARRIEROR WATERPROOFINGSEE PLAN FORLOCATIONWELDED WIRE FABRIC(WWF) SEE PLANSSUPPORT WWF ON DENSECONCRETE BLOCK AT4'-0" OC EA DIRECTION2"D/312" MIN GRAVELOR CRUSHEDSTONE SEE SPECS1'-6" LAPDD 2DSEEPLANS #5@18" MAX ALLAROUND (TYP)TO 12" HIGHPADS UPROUGHEN SURFACE OFSLAB, TREAT ASCONST JOINTSTRUCTURAL SLAB THE EXACT SIZE, SHAPE AND LOCATION OF EQUIPMENT(HOUSEKEEPING) PAD(S) SHALL BE DETERMINED BY THECONTRACTOR AFTER APPROVAL OF SHOP DRAWINGS FOREQUIPMENT. ANCHOR BOLTS WHERE REQUIRED SHALL BESIZED AND LOCATED ACCORDING TO MANUFACTURER'SREQUIREMENTS.6"6"1'-0"D HORIZWALL REINFSLSLSL1 BAR EF TO MATCHHORIZ WALL REINF4'-0" MINSL2'-0" MAX DMINSTEP FOOTING (SF)1'-0" MINVARIES1'-0" MAXVARIESNO EXCAVATION SHALLBE MADE BELOW THISLINE WITHOUT ADEQUATEBRACING OR PROTECTIONOF THE SOIL BENEATHTHE IN PLACE UPPERFOOTING.#4 CONTTYPSTDHOOK#4@12"(MIN 1 BAR)#4@12" EF(MIN 1 ROW)"W""W""H" "H"PROVIDE SHOP DRAWINGS INDICATINGPROPOSED JOINT LAYOUTS.INTEGRALEQUIPMENTPAD1'-0"MIN40'-0" MAX 20'-0" MAX 2"6" SPCS TYP 2"7PLATE 12"x1'-0" WIDE(ANCHOR PLATE)FACE OF WALL ORPILASTER (SEE PLAN)4-#5@6"x4'-0"LONG ADDL2 PER HORIZ ROW 3 4[/21* HEADED STUDS @6" OC NOTE:FASTEN w/6 HORIZ ROWSOF STUDS TO ANCHOR PLATEAT W30, W27, & W24 BEAMS,4 HORIZ ROWS AT W21 BEAMS,3 HORIZ ROWS AT W18 ANDW16 BEAMS AND 2 HORIZROWS AT SMALLER.112"12"34"34"STEELSLEEVETHRUWALLPIPE6" MIN CRUSHEDSTONE AROUNDPIPEPIPE SHALL NOT PASS UNDER OR THRUWALL FOOTING. LOWER FOOTING BY STEPPINGTO AVOID INTERFERENCE.FILL MATERIALSLAB ON GRADEHORIZ BARSAT CORNERSAT INTERSECTIONSEXTERIOR FACEWALL REINFEXTERIOR FACEWALL REINFINTERIOR FACEWWFWWF 6x6-W2.9wW2.9#4 CONTFTG REINFFTG REINFSL = SPLICE LENGTHD MINLOWER CONSTRUCTIONUPPER FOOTING'W" = LESS THAN 8"#4@12"#4@12"'W" = 8" OR MOREFOR CURB "W" & "H" SEE ARCHT DWGSPITCONTROL JOINT (CJ)WALLSLOTTED HOLESPIPE THRU WALLHORIZONTAL WALL REINFORCEMENT PLANSVERTICAL CONSTRUCTIONJOINT IN CONCRETE WALLSVERTICAL CONTROL JOINTIN CONCRETE WALLSSLAB ON GRADESLAB ON GRADEAT DEPRESSIONSCONCRETE EQUIPMENT PADELEVATION OF STEPPED FOOTNGAT FOUNDATION WALLCONCRETE CURB DETAILSLOPE BETWEEN FOOTING &ADJACENT CONSTRUCTIONLAYOUT OF CONTROL, & CONSTRUCTIONJOINTS IN CONCRETE SLABS ON GRADETYP BEAM SUPPORT AT CONCRETE WALLS1.AVOID SPLICES IN REGIONS OF MAXIMUMMOMENT. IF THIS IS NOT POSSIBLESTAGGER SPLICES SO THAT NOT MORETHAN 50% OF THE BARS ARE SPLICEDWITHIN A REQUIRED SPLICE LENGTHOTHERWISE INCREASE SPLICE LENGTHBY 30%.2.TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST INTHE MEMBER BELOW THE REINFORCEMENT. WALL REINF IS CLASSIFIED AS OTHER BARS.3.FOR LIGHTWEIGHT AGGREGATE CONCRETE MULTIPLY THE VALUES ABOVE BT 1.3.136VAPOR BARRIEROR WATERPROOFINGSEE PLAN FORLOCATION1'-3"112'-0"2"1'-0"14L2x2x14 STL w/2-12"EXP ANCHORS (TYP 2 SIDES)SUMP PIT: 1'-6"x1'-6"x1'-6" DEEP#4@12"DOWELS EFCONTBENTONITEWATER STOPLAP ALLSPLICES 16"1" STEEL GRATING3-#43-#4#6@9" EW#6@9" EWELEVATOR SUMP PIT15INTERRUPTEDREINFHOOK REINF WHERE BARSCANNOT EXTEND SPECIFIEDLENGTH BEYOND OPENINGLH SPLICELENGTH1-#5 ADDL EACH FACE MIN; BUT NOT LESS THAN50% OF INTERRUPTED WALL REINF EACH SIDE OFOPENING. SPACE BARS AT 3" OC, EACH FACE.LENGTH OF ADDL REINF = L+H+(2xSPLICE LENGTH).NOTES:1.WALL OPENINGS SHALL BE COORDINATED AND DETAILED ON THEREINFORCEMENT SHOP DRAWINGS."U" BARS SAME SIZE &SPACING OF INTERRUPTEDWALL REINFORCEMENT -TYPICAL FOUR SIDESREINFORCEMENT AT OPENINGS INREINFORCED CONCRETE WALLSGRIDPIER TYPE "CP2"GRID1'-0"1'-0"10"1'-0"8-#7 V#4 TIES@8" OCGRIDPIER TYPE "CP3" & "CP3 A"GRID9" FOR "CP3"6" FOR "CP3 A"9" FOR "CP3"6" FOR "CP3 A"6-#7 V#4 TIES@8" OC115" 2'-0"1'-0"WWF#4@24" EF3-#83-#8#4 @12"16SCALE: 1" = 1'-0"2'-0"1-#4 EF16"16"PIER TYPE "CP4"4-#6 V#4 TIES@8" OCREVISION:SHEET INFO:ISSUANCE:DATE:SCALE:DRAWN:CHECKED:NONEBSMRRTYPICAL DETAILSS0.02LDa Architects, LLP222 Third Street, Suite 3212Cambridge, MA 02142617 621-1455 fax 617 621-1477www.LDa-Architects.com155 Pleasant Street Northampton, MA 01060 201420 LIVE 155Office of Peter Frothingham Registered Architect181 Main Street, Suite OneNorthampton, MA 01060413 585-5910www.pfra.usCONTRACT DRAWINGS - PERMITDRAWING08/03/16 (-2 1/2")C+1"3 NW16x31 (20)[-6 1/2"]1" TYPALL AROUNDALL AROUND1" TYP312912SHIM ASREQD BEAM END CONN TO COLUMN INDICATES NUMBER OFSHEAR CONNECTORSCOLD-FORMED CAMBERAT MID-SPAN OF BEAMAXIAL FORCE+ = TENSION- = COMPRESSIONDEVIATION FROM TOP OFSTEEL BASE ELEVATIONNOTES:1.SHEAR CONNECTION SHALL BE DESIGNEDFOR THE BEAM END REACTIONS.2.DESIGN MOMENT PLATES FOR THE FULL MOMENTCAPACITY OF THE BEAM.WHERE COLUMN IS ABOVEALSO SEE DETAIL 2 SIMSTIFFENER PLATESTO MATCH FLANGESOF COLUMN BELOWFOR COL SIZE SEESCHEDULE OR PLANSFOR COL SIZE SEESCHEDULE OR PLANSSTIFFENER PLATESTO MATCH FLANGESOF COLUMN ABOVE10SHEAR PLATECONNECTOR11SHEAR CONNSHEAR CONNEND REACTIONMEMBER SIZETYPTYPTYPTYPMOMENT PLATEMOMENT PLATESHEAR CONNSHEAR CONNPLATE 1"PLATE 1"WFHSSTYPTYPTYPTYP T&BTYPE ATYPE BTYPICAL BEAM TO BEAM CONNECTIONTYPICAL BEAM TOCOLUMN CONNECTIONBEAM EXPLANATION DIAGRAMBEAM TO BEAM MOMENT CONNECTIONSHOWN THUS ON PLANTYPICAL COLUMN CAP PLATE DETAILTYPICAL DETAIL AT BASEPLATE OF TRANSFER BEAMSTYPICAL TUBE TOTUBE CONNECTIONTYPICAL TUBE TOTUBE CONNECTIONBEAM TO TUBE COLUMNMOMENT CONNECTIONSHOWN THUS ON PLAN6"BRG5GROUT BEAMPOCKET SOLID2-58[/21*H.S. ANCHORSBEARING PLATE12"x8"38" MINGROUT BED14W BEAM OR HSS8" CMU WALLSTEEL BEAMPERPENDICULAR TO WALLCLEAR SPANLREINF IN LINTELS8" WALLUP TO 4'-0" TO 5'-0" TO 6'-0" TO 7'-0" TO 8'-0" TO 9'-0" TO 9'-0"2-#42-#42-#42-#52-#63-#6ENDBEARING8"8"8"8"8"12"6LNOTES:1.CONCRETE fc=3000 PSI2.CMU fm=1500 PSI MINDOWELS TO MATCHVERTICAL REINFVERTICAL WALLREINF #5@24"PROVIDE MIN OF 2 ADDL VERTBARS @8" OC EACH SIDE OFOPNG UNLESS NOTED OTHERWISE#9 GA WIRE @16" OC(DURO-WALL OR EQUAL)BOND BEAM REINFWITH 2-#5 CONT75 8" 75 8"75 8"FLOORFLOORLINTEL#3SEE SCHEDEND BEARING2-#3#4@16"SEE SCHEDSEE SCHEDSEE SCHEDSECTIONELEVATIONCONC BLOCK LINTELSPANS UP TO 5'-0"CONC BLOCK LINTELSPANS OVER 5'-0" TO 9'-0"REINFORCED CONCRETE LINELS & TYPICALREINF ARRANGEMENT FOR CMU WALLS41'-0"12" ENDPLATE516" STIFF PLATEEACH SIDE TYPICALBEAM OUT OF PAGE NOTSHOWN FOR CLARITYȭ OF COLUMN1.PROVIDE AND INSTALL LINTEL ANGLES FOR MASONRY OPENINGSIN ACCORDANCE WITH THE SCHEDULE ABOVE. INSTALL LONG LEGVERTICAL. SEE ARCHT & MECH PLANS FOR LOCATIONS.2.PROVIDE 6" MIN BEARING AT EACH END BUT NOT LESS THAN 1" PER FOOTOF SPAN. FILL 2 COURSES OF MASONRY BELOW BEARING WITH MORTAR.3.WHERE MINIMUM BEARING CANNOT BE PROVIDED, ATTACH SECURELY TOADJACENT STRUCTURAL MEMBERS OR PROVIDE SEPARATE SUPPORTS.4.WHERE LINTELS OCCUR IN EXTERIOR WALLS MINIMUM THICKNESSSHALL BE 516" AND ANGLES SHALL BE HOT DIP GALVANIZED.5.WHERE WALL THICKNESS EXCEEDS 12" PROVIDE ONEADDITIONAL ANGLE FOR EACH ADDITIONAL 4" OF WALL.STEEL ANGLE LINTEL SCHEDULEWALL THICKNESSMASONRYOPENING3'-0"4'-0"5'-0"6'-0"9'-0"4" WALL6" WALL8" WALL12" WALL1-¬312 x 312 x 141-¬4 x 312 x 141-¬5 x 312 x 141-¬4 x 312 x 141-¬6 x 312 x 382-¼¬3 x 212 x 142-¼¬3 x 212 x 142-¼¬312 x 212 x 142-¼¬312 x 212 x 142-¼¬312 x 212 x 142-¼¬312 x 312 x 142-¼¬6 x 312 x 382-¼¬4 x 312 x 142-¼¬5 x 312 x 142-¼¬5 x 312 x 143-¼¼¬6 x 312 x 383-¼¼¬5 x 312 x 143-¼¼¬5 x 312 x 143-¼¼¬4 x 312 x 143-¼¼¬312 x 312 x 148MOMENT PLATE(PROVIDE DECK SUPPORTSEE DETAIL 8 ON S0.03)MOMENT PLATE(PROVIDE DECK SUPPORTSEE DETAIL 8 ON S0.03)7SCALE: 1" = 1'-0"SEE DETAIL 5 ON S0.04 FORBEAM TO WALL CONNECTION2-#5 CONT INBOND BEAM14x3" CONT PLATE w/12[+6#W8 BEYOND#4º@12"8" CMU w/#5@24" V2-#5 CONT INBOND BEAM5" OR 51 4"REVISION:SHEET INFO:ISSUANCE:DATE:SCALE:DRAWN:CHECKED:NONEBSMRRTYPICAL DETAILSS0.03LDa Architects, LLP222 Third Street, Suite 3212Cambridge, MA 02142617 621-1455 fax 617 621-1477www.LDa-Architects.com155 Pleasant Street Northampton, MA 01060 201420 LIVE 155Office of Peter Frothingham Registered Architect181 Main Street, Suite OneNorthampton, MA 01060413 585-5910www.pfra.usCONTRACT DRAWINGS - PERMITDRAWING08/03/16 NOTES:1.FOR GENERAL NOTES SEE S0.01.2.FOR TYPICAL DETAILS SEE S0.02 & S0.03.3.WB-1 ETC INDICATES BRACING ELEVATION.SEE S2.01 FOR ELEVATION & DETAILS.4.CP1 ETC INDICATES CIP PIER. SEE DETAILSON S0.02, S3.01, & S3.03 FOR SIZE & REINF.5."F1" ETC INDICATES FOOTING TYPE SEE THISDRAWING FOR SCHEDULE.6."SF" INDICATES STEPPED FOOTING SEE DETAIL11 ON S0.02.7.ELEVATION 0'-0" EQUALS ELEVATION 124'-678".8. INDICATES LOCATION OF SIMPSON TYPE 'MST37' STRAP TIE.9. INDICATES LOCATION OF SIMPSON TYPE 'LTT131' TENSION TIES T&B w/ 587+5($'('52'.MARKTYPEREINFFOOTING SCHEDULE2 TSF (ALLOWABLE BEAM CAPACITY)F66'-0"x6'-0"x1'-4"8-#5 BEWF55'-0"x5'-0"x1'-3"5-#5 BEWF4.54'-6"x4'-6"x1'-0"5-#5 BEWF77'-0"x7'-0"x1'-8"7-#6 BEWF8A8'-0"x8'-0"x2'-0"9-#6 T&B EWF6A6'-0"x6'-0"x2'-0"8-#5 T&B EWF88'-0"x8'-0"x2'-0"9-#6 BEW9820145678ABCDEFGHILM1451011131415161718SRQPN1912JTU2233K2221OS W SWSWSWSWS W WB-1 WB-2 WB-3 WB-4 5" SLAB ON GRADEREINFORCE w/ 6x6-W2.9xW2.9 WWFTOC EL 0'-0"F4.5A(-2'-3")F4.5(-4'-6")F6(-5'-0")F6(-2'-4")F8A(-3'-0")F5(-4'-9")F4.5A(-3'-0")F8(-3'-6")F6A(-10'-4")CP1F6(-6'-4")F6A(-8'-0")F5(-4'-9")F6(-4'-10")F6A(-10'-4")5" SLAB ON GRADEREINFORCE w/ 6x6-W2.9xW2.9 WWFTOC EL 0'-6"F8(-4'-9")F8A(-3'-0")F8A(-5'-6")CP1F7(-5'-3")F6(-4'-10")F8(-3'-6")F8(-3'-6")F6A(-8'-4")F6A(-5'-6")F8(-5'-6")CP1F8(-5'-6")2S3.011S3.011'-3" THICK SLABw/ #6@9" T&B EWTOC EL -5'-0"F6(-4'-10")F6(-4'-10")4S3.01F5(-4'-9")F6A(-5'-6")F6A(-5'-6")F4.5(-4'-6")CP1F4.5A(-4'-9")SW SW SW S W SWSW SW SW SWS W HSS 4.0 x .25POST UP (AESS)w/ 58"x12"x12"BASE PLATE +4-34$1&+25BOLTS2'-6"x2'-6"x1'-0"FOOTING2'-6"x2'-6"x1'-0"FOOTINGF4.5A4'-6"x4'-6"x1'-3"5-#5 BEWF4.5A(-2'-3")C1 UPBASE PLATETYPE AF4.5A(-2'-3")C1 UPBASE PLATETYPE AC3 UPBASE PLATETYPE CC3 UPBASE PLATETYPE AC3 UPBASE PLATETYPE CC7 UPBASE PLATETYPE ABC4 UPBASE PLATETYPE AAF8(-5'-6")P2 UPP2 UPC7 UPBASE PLATETYPE AAC1 UPBASE PLATETYPE AC1 UPBASE PLATETYPE AC1 UPBASE PLATETYPE BC1 UPBASE PLATETYPE AC1 UPBASE PLATETYPE AC7 UPBASE PLATETYPE ABC7 UPBASE PLATETYPE ABC7 UPBASE PLATETYPE ABC7 UPBASE PLATETYPE A28S3.018S3.01(-4'-6")13S3.0111S3.01(-4'-6")CP2(-4'-6")(-4'-6")(-4'-6")CP1F4.5A(-6'-3")SWCP4CP4CP4CP4CP4CP4CP2C3 UPBASE PLATETYPE C1CP1F8(-5'-6")SWSWC7 UPBASE PLATETYPE ABF8(-3'-6")3S3.01C3 UPBASE PLATETYPE A1C3 UPBASE PLATETYPE D1C2 UPBASE PLATETYPE CC2 UPBASE PLATETYPE BC2 UPBASE PLATETYPE CC2 UPBASE PLATETYPE D1C1 UPBASE PLATETYPE CC3 UPBASE PLATETYPE B1C8 UPBASE PLATETYPE C2C8 UPBASE PLATETYPE C2C8 UPBASE PLATETYPE C2C8 UPBASE PLATETYPE C2C8 UPBASE PLATETYPE C2C8 UPBASE PLATETYPE C2C3 UPBASE PLATETYPE B1C2 UPBASE PLATETYPE CC2 UPBASE PLATETYPE A1MARKTYPEPOST / COLUMNSCHEDULEP12-2x6P23-2x6P3312x312 LVLP4312x514 LVLP5514x514 LVLP6514x7 LVLC1HSS 5x5x516C2HSS 5x5x38C3HSS 5x5x12C4HSS 6x6x12C5HSS 4x4x38C6HSS 6x6x58C7HSS 8x8x12C8HSS 5x10x38CP1F4.5A(-6'-3")C7 UPBASE PLATETYPE ABC3 UPBASE PLATETYPE A1C7 UPBASE PLATETYPE A2C7 UPBASE PLATETYPE A2C1 UPBASE PLATETYPE D13S3.01F5(-4'-9")F5(-4'-9")F5(-4'-9")C1 UPBASE PLATETYPE DF5(-4'-9")(-4'-6") SF(-4'-6")SF (-9'-4")(-7'-4")SWSWSW SW SW SWSWSWSW C1 UP(-4'-6")(-4'-6")1'-9"25'-914"5'-0"21'-6"6'-0"4'-312" 8'-61 2"26'-1018" 22'-4"18'-23 4"18'-31 4"22'-4"22'-3"18'-014"22'-014"22'-0"18'-034"22'-4"8'-0"19'-6"5'-0"21'-2"6'-4"11'-1158"22'-1516"10'-4516"18'-234"5'-0" 22'-6" 5'-0" 514"9'-514"7'-3"7'-312"1ST FLR2-2x6@12" OCWALL TYPE "W2"WALL TYPE "W1"BEARING WALL TYPE SCHEDULE2ND FLR2ND FLR3RD FLR3RD FLR2x6@16" OC2x6@16" OC4TH FLR4TH FLR2x6@16" OC2x6@16" OCROOFROOF2-2x6@16" OC2-2x6@16" OCP5 UPP2 UPP5 UPP2 UPP5 UPP5 UPP2 UPW113S3.01(-4'-6")W1W1 W1 W1 W1 MULTIPLE PIPESTHRU FOUNDATIONWALL ALONGCOLUMNS P & Q,COORDINATEw/ PLUMBING /MECH DRAWINGS3'-0" TYPW1W1W1 W1 W1 9S3.01(-4'-6")(-4'-6")PENETRATION IN WALLFOR ELECTRICAL CONDUITS.SEE DETAIL 12 ON S0.02 FORREINFORCEMENT. COORDINATEw/ ELECTRICAL DRAWINGS.CP3(-4'-6") (-7'-0") SF W1 3S3.01W1 CP29S3.01(-4'-6")(-7'-0") SF 10S3.01CP2CP1CP1GB (24x24)6" PIPE, SEEPLUMBINGDWGS(-9'-4") 4'-33 8"7S3.01(-7'-4")12S3.01C1 UPBASE PLATETYPE D(-9'-4")12S3.014S3.01SF(-9'-4")WALL NOTES:1.ALL INTERIOR WALLS SHOWN STARTING ARE2x6@16" OC (UNLESS OTHERWISE NOTEDw/ W1 OR W2), SEE ARCH DRAWINGS.2.ALL EXTERIOR WALLS SHOWN STARTING ARE112x512 VERSA-STUDS @16" OC w/ 12" PLYWOODSHEATHING ON ONE SIDE, PLYWOOD IS NAILED TOSTUDS w/ 10d GALVANIZED COMMON NAILS SPACEDAT 4" OC AT PANEL EDGES AND 12" OC ATINTERMEDIATE SUPPORTS. ALL EXTERIOR WALLSARE BLOCKED AT PANEL JOINTS.AT BRICK BACKUP 112x512 VERSA-STUDS ARE TO BESPACED @12" OC.3.INDICATES 2x6@16" OC (UNLESS OTHERWISENOTED w/ W1 OR W2) w/ 12" PLYWOOD SHEATHINGON ONE SIDE, SHEAR WALL PLYWOOD IS NAILED TOSTUDS w/ 10d GALVANIZED COMMON NAILS SPACED@4" OC AT PANEL EDGES AND 12" OC AT INTERMEDIATESUPPORTS. ALL SHEAR WALLS ARE BLOCKED AT PANELJOINTS.SWW2P6 UPP6 UPP6 UPC2 UPBASE PLATETYPE DC2BASE PLATETYPE DC2BASE PLATETYPE DC2BASE PLATETYPE D16S0.02CP16" PIPE, SEEPLUMBINGDWGSCP5CP5CP5CP5CP6CP4CP413S3.01(-4'-6")CP3CP3 ACP3 ACP36S3.036S3.037S3.037S3.03CIPRAMPSTRAP & TENSION TIELOCATIONS ADDEDREVISION:SHEET INFO:ISSUANCE:DATE:SCALE:DRAWN:CHECKED:18" = 1'-0"BSMRRFOUNDATION / FIRST FLOOR PLANS1.01LDa Architects, LLP222 Third Street, Suite 3212Cambridge, MA 02142617 621-1455 fax 617 621-1477www.LDa-Architects.com155 Pleasant Street Northampton, MA 01060 201420 LIVE 155Office of Peter Frothingham Registered Architect181 Main Street, Suite OneNorthampton, MA 01060413 585-5910www.pfra.usCONTRACT DRAWINGS - PERMITDRAWING08/03/16 NOTES:1.FOR GENERAL NOTES SEE S0.01.2.FOR TYPICAL DETAILS SEE S0.02 & S0.03.3.TOP OF STEEL EL X'-X".4.WB-1 ETC INDICATES BRACING ELEVATION.SEE S2.01 FOR ELEVATION & DETAILS.5.INDICATES SPAN OF 34" T&G PLYWOOD GLUED &NAILED TO TRUSSES, JOISTS, & BEAMS.6.INDICATES SPAN OF 34" 'FRT' PLYWOOD GLUED &NAILED TO TRUSSES, JOISTS, & BEAMS.7. INDICATES LOCATION OF SIMPSON TYPE 'MST37' STRAP TIE.8. INDICATES LOCATION OF SIMPSON TYPE 'LTT131' TENSION TIES T&B w/ 587+5($'('52'.98203-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x63-2x63-2x6SW 3-2x63-2x63-2x63-2x63-2x6SW SWSW5S3.026S3.028S3.0212S3.02145678ABCDEFGHILM1451011131415161718SRQPN16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC193-2x616" BCI 90'S @24" OC3-2x6SWSW12JTU3-2x82233KSW 22213-2x83-2x83-2x83-2x83-2x83-2x616" BCI 90'S @24" OC16" BCI 90'S @24" OCO514x912LVL3-2x8 2x10@16" OC2x10@16" OCSWSW SWSW SW SW P5 UPP5 UPSW SWSWSWSW SW 16" BCI 90'S @24" OC 16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S16" BCI 90'S @24" OC 16 BCI 6000'S @24" OC @16" OC2x1016" BCI 90'S16" BCI 60'S@24" OC@16" oc 912 BCI 6500'S 16" BCI 90'S @24" OC 16" BCI 90'S @24" OC 912 BCI 6500'S @16" OC WB-116" BCI 90'S @24" OC16" BCI 90'S @24" OC@24" OC16" BCI 90'S@24" OCWB-2 WB-4 W27x9 4 W18x50W16x40W30x9 0 W16x26W14x3 0 W27x84W24x68W18x46 W16x40 W24x62W24x68W14x30 W18x46 W14x26 W14x26 W16x26 W14x22W21x44W21x50 W30x90W24x68W18x46 W21x5 0 SW SW SW S W SWSW SW SWSW W24x8 4 W24x55W14x30 W24x55 W14x30 W14x30W14x30 W14x30W14x30W24x62SWW14x30W24x62W14x30 W24x62 W14x30 W24x62 W14x30W14x30W14x30 W24x62W24x62 W14x30 W24x55 W24x55W14x30W14x30 W14x30 W14x30 W24x55HSS 4.0 x .25POST DN (AESS)HSS 4.0 x .25POST DN (AESS)W8x24 2-2x12 'FRT'2x12@16" OC 'FRT'3-2x12 'FRT'2-2x12 'FRT' LEDGERLAGGED TO STUDS3-2x12 'FRT'2-2x12 'FRT'2x12@12" OC 'FRT'2x12@16" OCP5 UPW24x84W8 x 1 82-2x10 LEDGERLAGGED TO STUDSHSS 1.9 x 0.188 AESSHANGER TYPICAL3 PLACES3-2 x 1 0 W16x26W16x26W16x26W16x2 6 P2 UPC1 DNP2 UPC1 DNC3 DNC3 DNC3 DNC7 DNC4 DNW16x31W10x22 W16x26 6S3.026S3.023-2x62x10@16" OCP2 UP& DNP2 UP& DN10S3.02C5 UPC7 DN9S3.02C5 UPC7 DNW10x22C1 DN8S3.02C1 DNW10x2212S3.02312x117 8 LVL312x1178 LVL312x1178 LVLC1 DNC1 DNW21x5 0 W10x3 0 C7 DNC7 DNC7 DNW16x26 W14x26 17S3.02W16x26 W16x36 W14x34 W14x2215S3.02W14x22W14x22W14x30W14x22 W14x22W14x22W14x22C3 DNC7 DNC7 DNC8 DNC8 DNC8 DNC8 DNC8 DNC8 DNC3 DNMARKTYPEPOST / COLUMNSCHEDULEP12-2x6P23-2x6P3312x312 LVLP4312x514 LVLP5514x514 LVLP6514x7 LVLC1HSS 5x5x516C2HSS 5x5x38C3HSS 5x5x12C4HSS 6x6x12C5HSS 4x4x38C6HSS 6x6x58C7HSS 8x8x12C8HSS 5x10x38C2 DNC2 DNC1 DNC2 DNW14x22C2 DNC3 DNC3 DNC2 DNC3 DNC3 DNC7 DNC7 DNC1 DNC1 DNC2 DNW14x3 4 W16x3 1 2x10@16" OC'FRT'C1 DNW8x24 SW SW W8x18 W8x18 ( L O W ) W8x18 (LOW)0"15 (SIM)S3.02'FRT'2x12@16" OC'FRT'2-2x12 'FRT'2-2x10W14x22SW312x16 LVL 3-2x83-2x83-2x83-2x83-2x8SWSWSWSWSW @24" OC SWSW1ST FLR2-2x6@12" OCWALL TYPE "W2"WALL TYPE "W1"BEARING WALL TYPE SCHEDULE2ND FLR2ND FLR3RD FLR3RD FLR2x6@16" OC2x6@16" OC4TH FLR4TH FLR2x6@16" OC2x6@16" OCROOFROOF2-2x6@16" OC2-2x6@16" OCW1 W23-2x83-2x8W2BLOCK SOLIDBETWEEN WBEAMSW23-2x8W2 W1 W2P5 UP& DNP2 UP& DNW1 W1 17S3.02W1 W1 W1 W1 W1 W1 W1 W1W1 W2 P5 UPP5 UP& DNP2 UP& DN51 4x71 4 LVL W2W2WALL NOTES:1.INDICATES 2x6@16" OC (UNLESS OTHERWISE NOTEDw/ W1 OR W2) BEARING WALL STARTS ON SLAB OR BEAM.2.ALL INTERIOR WALLS SHOWN STARTING ARE 2x6@16" OC(UNLESS OTHERWISE NOTED w/ W1 OR W2) SEE ARCHDRAWINGS.3.ALL EXTERIOR WALLS SHOWN STARTING ARE 2x6@16" OCw/ 12" PLYWOOD SHEATHING ON ONE SIDE, PLYWOOD ISNAILED TO STUDS w/ 10d GALVANIZED COMMON NAILSSPACED AT 4" OC AT PANEL EDGES AND 12" OC ATINTERMEDIATE SUPPORTS. ALL EXTERIOR WALLS AREBLOCKED AT PANEL JOINTS. AT BRICK BACKUP 2x6 STUDSARE TO BE SPACED @12" OC.4. INDICATES 2x6@16" OC (UNLESS OTHERWISE NOTEDw/ W1 OR W2) w/ 12" PLYWOOD SHEATHING ON ONE SIDE,SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10dGALVANIZED COMMON NAILS SPACED @4" OC AT PANELEDGES AND 12" OC AT INTERMEDIATE SUPPORTS. ALL SHEARWALLS ARE BLOCKED AT PANEL JOINTS.SW3S3.03P6 UPP6 UPP6 UPP5 DNP5 DN514x912 LVL514x912 LVL514x912 LVLW24x62514x714 LVLP2 DN1S3.03W24x55 W14x30W217S3.02FULLY BLOCKBETWEEN BCI JOIST19S3.0210'-0"W14x303-2x63-2x618S3.0219S3.02WB-3 FULLY BLOCKBETWEEN BCIJOIST51 4x16 LVL 514x16 LVL 19S3.02W24x62P6 UP& DNP6 UP& DNP6 UPP6 UP& DNAS1.02AS1.02A (SIM)S1.02AS1.02514x1178LVL312x1178LVL2x10 @16" OC 312x1178 LVL514x1178 LVL2x10 @16" OC 2x10 @16" OCSEE DETAIL20 ON S3.02W2W2STRAP & TENSION TIELOCATIONS ADDEDSCALE: 3" = 1'-0"A1'-37 8" SEE ARCH DWGSPLAN VIEW2x STUD WALL514x7 LVL POST(P6)BRICK VENEERSEE ARCH DWGSL6x8x716 LLH (CUTHORIZ LEG ASREQUIRED) OR 38"THK BENT PLHSS 5x5x38POSTHSS 5x10x38 BEAM4S3.035S3.03L6x8x716 LLH (CUT HORIZLEG AS REQUIRED) OR38" THK BENT PLMITRE JOINTPROVIDE FULLPENETRATIONWELD61 4" SEEARCH DWGSL4x4x716NOTE:ALL STEEL TO BE HOTDIPPED GALVREVISION:SHEET INFO:ISSUANCE:DATE:SCALE:DRAWN:CHECKED:18" = 1'-0"BSMRRSECOND FLOOR FRAMING PLANS1.02LDa Architects, LLP222 Third Street, Suite 3212Cambridge, MA 02142617 621-1455 fax 617 621-1477www.LDa-Architects.com155 Pleasant Street Northampton, MA 01060 201420 LIVE 155Office of Peter Frothingham Registered Architect181 Main Street, Suite OneNorthampton, MA 01060413 585-5910www.pfra.usCONTRACT DRAWINGS - PERMITDRAWING08/03/16 CONTRACTOR-COORDINATELOCATION OF JOISTS & TRUSSESw/RECESSED LIGHTINGLOCATIONS & ALL PLUMBING /MECHANICAL - SEE ARCHDRAWINGS982016" BCI 90'S @24" OC 2x10@16" oc3-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x6 3-2x6 3-2x6 3-2x6 3-2x83-2x8 3-2x83-2x63-2x63-2x6SW 3-2x63-2x63-2x63-2x63-2x6BRICK VENEERw/ CONT L6x8x716(LLH) GALVRELIEVING ANGLEw/ 2-58" LAGS @12"OC INTO STUDS &HEADERS. SEEDETAIL 16 ON S3.02FOR ADD'L NOTES.SWSW3-2x6 3-2x6 SW SWSWSW SWSW SW SW5S3.026S3.028S3.0212S3.0212S3.02145678ABCDEFGHILM1451011131415161718SRQPN16" BCI 90'S @24" OC 16" BCI 90'S @24" OC 16" BCI 90'S @24" OC 16" BCI 90'S @24" OC 16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC193-2x616" BCI 90'S @24" OC3-2x616" BCI 60'S@24" OC3-2x6SWSW1216" BCI 90'S @24" OC3-2x8J3-2x8TU3-2x6 3-2x83-2x83-2x83-2x63-2x816 BCI 6000'S @24" OC 3-2x10 2233K@16" oc 912 BCI 6500'S @16" oc 912 BCI 6500'S 514x16 LVL@16" o c 514x16 LVLFLITCHBEAM #1514x14 LVL3-2x6 P5 UP& DNP5 UP& DNSW SWSWSWSW SW 22213-2x83-2x83-2x83-2x83-2x83-2x616" BCI 90'S @24" OC16" BCI 90'S @24" OC3-2x6514x1178LVL312x1178LVL 2x10@16" OCO3-2x83-2x8 2x10@16" OC2x10@16" OC3-2x63-2x63-2x63-2x10SW3-2x6 SW SW SW S W SWSW SW SWSW P5 UP& DNHSS 1.9 x 0.188 AESSHANGER TYPICAL3 PLACES3-2 x 1 0 6S3.026S3.023-2x63-2x10 P2 UP& DNP2 UP& DNP2 UP& DNP2 UP& DN10S3.02C5 UP& DN9S3.0211S3.02C5 UP& DN16S3.0216S3.0216S3.028S3.022x10 @16" OC12S3.0212S3.02312x117 8 LVL 312x117 8 LVL312x1178 LVL312x1178 LVLMARKTYPEPOST / COLUMNSCHEDULEP12-2x6P23-2x6P3312x312 LVLP4312x514 LVLP5514x514 LVLP6514x7 LVLC1HSS 5x5x516C2HSS 5x5x38C3HSS 5x5x12C4HSS 6x6x12C5HSS 4x4x38C6HSS 6x6x58C7HSS 8x8x12C8HSS 5x10x38SW SW 2x10@16" OC2-2x10SW3-2x63-2x62x10 @16" O C 312x16 LVL 312x16 LVL 3-2x68S3.023-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x81ST FLR2-2x6@12" OCWALL TYPE "W2"WALL TYPE "W1"BEARING WALL TYPE SCHEDULE2ND FLR2ND FLR3RD FLR3RD FLR2x6@16" OC2x6@16" OC4TH FLR4TH FLR2x6@16" OC2x6@16" OCROOFROOF2-2x6@16" OC2-2x6@16" OCW1 W1 W2W2W2P2 UPP5 DNP2 UP& DNW1 W1 W1 W1 W1 W1 W1 W1 W1 W1W1 W2 W2 W2 P5 UP& DNP5 UP& DNP2 UP& DNW2W23-2x8 51 4x712 LVL514x712 LVL514x712 LVL514x712 LVL3-2x8514x712 LVL514x712 LVLNOTES:1.FOR GENERAL NOTES SEE S0.01.2.FOR TYPICAL DETAILS SEE S0.02 & S0.03.3.INDICATES FLUSH FRAMED CONDITIONREQUIRING JOIST HANGER SEE SCHEDULE ON S0.01.4.INDICATES SPAN OF 34" T&G PLYWOOD GLUED &NAILED TO TRUSSES, JOISTS, & BEAMS.5.FLITCH BEAM #1 - 3-134x14 LVL'S + 2-516"x1312" PLATES.SEE DETAIL 14 ON S3.02.WALL NOTES:1.INDICATES BEARING WALL BELOW.2.INDICATES 2x6@16" OC (UNLESS OTHERWISE NOTEDw/ W1 OR W2) BEARING WALL STARTS ON SLAB OR BEAM.3.ALL INTERIOR WALLS SHOWN STARTING ARE 2x6@16" OC(UNLESS OTHERWISE NOTED w/ W1 OR W2) SEE ARCHDRAWINGS.4.ALL EXTERIOR WALLS SHOWN STARTING ARE 2x6@16" OC(UNLESS OTHERWISE NOTED w/ W1 OR W2) w/ 12" PLYWOODSHEATHING ON ONE SIDE, PLYWOOD IS NAILED TO STUDSw/ 10d GALVANIZED COMMON NAILS SPACED AT 4" OC ATPANEL EDGES AND 12" OC AT INTERMEDIATE SUPPORTS.ALL EXTERIOR WALLS ARE BLOCKED AT PANEL JOINTS.AT BRICK BACKUP 2x6 STUDS ARE TO BE SPACED @12" OC.5. INDICATES 2x6@16" OC (UNLESS OTHERWISE NOTEDw/ W1 OR W2) w/ 12" PLYWOOD SHEATHING ON ONE SIDE,SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10dGALVANIZED COMMON NAILS SPACED @4" OC AT PANELEDGES AND 12" OC AT INTERMEDIATE SUPPORTS. ALL SHEARWALLS ARE BLOCKED AT PANEL JOINTS.SW2S3.03P6 DNP6 DNP6 DNAS1.03AS1.03AS1.03AS1.03W2SWP6 UP& DNP6 UP& DNP6 UP& DNP6 UP& DN312x1178 LVL514x1178 LVL2x10 @16" OC 2x10 @16" OCSEE DETAIL20 ON S3.02W2W2SCALE: 3" = 1'-0"A1'-37 8" SEE ARCH DWGSPLAN VIEW2x STUD WALL514x7 LVL POST(P6)BRICK VENEERSEE ARCH DWGSL6x8x716 LLH (CUTHORIZ LEG ASREQUIRED) OR 38"THK BENT PLHSS 5x5x38POSTHSS 5x10x38 BEAM4S3.035S3.03L6x8x716 LLH (CUT HORIZLEG AS REQUIRED) OR38" THK BENT PLMITRE JOINTPROVIDE FULLPENETRATIONWELD61 4" SEE ARCH DWGS L4x4x716NOTE:ALL STEEL TO BE HOTDIPPED GALVREVISION:SHEET INFO:ISSUANCE:DATE:SCALE:DRAWN:CHECKED:18" = 1'-0"BSMRRTHIRD FLOOR FRAMING PLANS1.03LDa Architects, LLP222 Third Street, Suite 3212Cambridge, MA 02142617 621-1455 fax 617 621-1477www.LDa-Architects.com155 Pleasant Street Northampton, MA 01060 201420 LIVE 155Office of Peter Frothingham Registered Architect181 Main Street, Suite OneNorthampton, MA 01060413 585-5910www.pfra.usCONTRACT DRAWINGS - PERMITDRAWING08/03/16 CONTRACTOR-COORDINATELOCATION OF JOISTS & TRUSSESw/RECESSED LIGHTINGLOCATIONS & ALL PLUMBING /MECHANICAL - SEE ARCHDRAWINGS982016" BCI 90'S @24" OC 2x10@16" oc3-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x6 3-2x6 3-2x6 3-2x6 3-2x83-2x8 3-2x83-2x63-2x63-2x6SW 3-2x63-2x63-2x63-2x63-2x6BRICK VENEERw/ CONT L6x8x716(LLH)GALVRELIEVING ANGLEw/ 2-58" LAGS @12"OC INTO STUDS &HEADERS. SEEDETAIL 16 ON S3.02FOR ADD'L NOTES.SWSW3-2x6 3-2x6 SW SWSWSW SWSW SW SW5S3.026S3.028S3.0212 (SIM)S3.0212S3.02145678ABCDEFGHILM1451011131415161718SRQPN16" BCI 90'S @24" OC 16" BCI 90'S @24" OC 16" BCI 90'S @24" OC 16" BCI 90'S @24" OC 16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC193-2x616" BCI 90'S @24" OC16" BCI 60'S@24" OC3-2x62x10@16" OCSWSW1216" BCI 90'S @24" OC3-2x8J3-2x8TU3-2x6 3-2x83-2x83-2x83-2x63-2x816 BCI 6000'S @24" OC 3-2x10 2233K@16" oc 912 BCI 6500'S @16" oc 912 BCI 6500'S 514x16 LVL@16" o c 514x16 LVLFLITCHBEAM #1514x14 LVL3-2x8 P5 UP& DNP5 UP& DNSW SWSWSWSW SW 22213-2x83-2x83-2x83-2x83-2x83-2x616" BCI 90'S @24" OC16" BCI 90'S @24" OC3-2x6 2x10@16" OC 314x117 8 LVLO3-2x83-2x8 2x10@16" OC3-2x63-2x63-2x63-2x10SW3-2x6 3-2x6SW SW SW SW SWSW S W SWSW P5 UP& DN3-2 x 1 0 6S3.026S3.023-2x63-2x10 P2 UP& DNP2 UP& DNP2 UP& DNP2 UP& DN10S3.02P5 UPC5 DN9S3.0211S3.02P5 UPC5 DN16S3.0216S3.0216S3.028S3.02314x117 8 LVL314x1178 LVL314x1178 LVLMARKTYPEPOST / COLUMNSCHEDULEP12-2x6P23-2x6P3312x312 LVLP4312x514 LVLP5514x514 LVLP6514x7 LVLC1HSS 5x5x516C2HSS 5x5x38C3HSS 5x5x12C4HSS 6x6x12C5HSS 4x4x38C6HSS 6x6x58C7HSS 8x8x12C8HSS 5x10x38SW SW 2x10@16" OC2-2x10SW3-2x63-2x62x10 @16" O C 312x16 LVL 312x16 LVL 3-2x68S3.023-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x8W1 W1 W2W2W2P2 UP& DNP2 UP& DNW1 W1 W1 W1 W1 W1 W1 W1 W1 W1W1 W2 W2 W2 P5 UP& DNP5 DNP2 DNW2W23-2x8 51 4x712 LVL514x712 LVL514x712 LVL514x712 LVL3-2x8514x712 LVL514x712 LVLNOTES:1.FOR GENERAL NOTES SEE S0.01.2.FOR TYPICAL DETAILS SEE S0.02 & S0.03.3.INDICATES FLUSH FRAMED CONDITIONREQUIRING JOIST HANGER SEE SCHEDULE ON S0.01.4.INDICATES SPAN OF 34" T&G PLYWOOD GLUED &NAILED TO TRUSSES, JOISTS, & BEAMS.5.FLITCH BEAM #1 - 3-134x14 LVL'S + 2-516"x1312" PLATES.SEE DETAIL 14 ON S3.02.WALL NOTES:1.INDICATES BEARING WALL BELOW.2.INDICATES 2x6@16" OC (UNLESS OTHERWISE NOTEDw/ W1 OR W2) BEARING WALL STARTS ON SLAB OR BEAM.3.ALL INTERIOR WALLS SHOWN STARTING ARE 2x6@16" OC(UNLESS OTHERWISE NOTED w/ W1 OR W2) SEE ARCHDRAWINGS.4.ALL EXTERIOR WALLS SHOWN STARTING ARE 2x6@16" OC(UNLESS OTHERWISE NOTED w/ W1 OR W2) w/ 12" PLYWOODSHEATHING ON ONE SIDE, PLYWOOD IS NAILED TO STUDSw/ 10d GALVANIZED COMMON NAILS SPACED AT 4" OC ATPANEL EDGES AND 12" OC AT INTERMEDIATE SUPPORTS.ALL EXTERIOR WALLS ARE BLOCKED AT PANEL JOINTS.AT BRICK BACKUP 2x6 STUDS ARE TO BE SPACED @12" OC.5. INDICATES 2x6@16" OC (UNLESS OTHERWISE NOTEDw/ W1 OR W2) w/ 12" PLYWOOD SHEATHING ON ONE SIDE,SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10dGALVANIZED COMMON NAILS SPACED @4" OC AT PANELEDGES AND 12" OC AT INTERMEDIATE SUPPORTS. ALL SHEARWALLS ARE BLOCKED AT PANEL JOINTS.SW1ST FLR2-2x6@12" OCWALL TYPE "W2"WALL TYPE "W1"BEARING WALL TYPE SCHEDULE2ND FLR2ND FLR3RD FLR3RD FLR2x6@16" OC2x6@16" OC4TH FLR4TH FLR2x6@16" OC2x6@16" OCROOFROOF2-2x6@16" OC2-2x6@16" OCAS1.04AS1.04AS1.04AS1.04W2SWP6 UP& DNP6 UP& DNP6 UP& DNP6 UP& DN312x1178LVL2x10 @16" OC 312x1178 LVL514x1178 LVL2x10 @16" OC 2x10 @16" OC514x1178LVLSEE DETAIL20 ON S3.02W2W2SCALE: 3" = 1'-0"APLAN VIEW1'-37 8" SEE ARCH DWGS2x STUD WALL514x7 LVL POST(P6)BRICK VENEERSEE ARCH DWGSL6x8x716 LLH (CUTHORIZ LEG ASREQUIRED) OR 38"THK BENT PLHSS 5x5x38POSTHSS 5x10x38 BEAM4S3.035S3.03L6x8x716 LLH (CUT HORIZLEG AS REQUIRED) OR38" THK BENT PLMITRE JOINTPROVIDE FULLPENETRATIONWELD61 4" SEE ARCH DWGS L4x4x716NOTE:ALL STEEL TO BE HOTDIPPED GALVREVISION:SHEET INFO:ISSUANCE:DATE:SCALE:DRAWN:CHECKED:18" = 1'-0"BSMRRFOURTH FLOOR FRAMING PLANS1.04LDa Architects, LLP222 Third Street, Suite 3212Cambridge, MA 02142617 621-1455 fax 617 621-1477www.LDa-Architects.com155 Pleasant Street Northampton, MA 01060 201420 LIVE 155Office of Peter Frothingham Registered Architect181 Main Street, Suite OneNorthampton, MA 01060413 585-5910www.pfra.usCONTRACT DRAWINGS - PERMITDRAWING08/03/16 ELEVATOR ROOF PART PLANTOC EL 117'-814"TOS EL 117'-3"SPAN OF 2"-20 GA DECKw/ 314" LIGHT WEIGHT CONCRETE(TOTAL THICKNESS = 514")REINF w/ 6x6-W2.9xW2.9 WWF5S0.035S0.03W8x18CONTRACTOR-COORDINATELOCATION OF JOISTS & TRUSSESw/RECESSED LIGHTINGLOCATIONS & ALL PLUMBING /MECHANICAL - SEE ARCHDRAWINGS982016" BCI 90'S @24" OC 2x10@16" oc3-2x83-2x83-2x83-2x83-2x83-2x8 3-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x83-2x6 3-2x6 3-2x6 3-2x6 3-2x6 3-2x83-2x83-2x83-2x83-2x83-2x83-2x63-2x63-2x6SW 3-2x63-2x63-2x63-2x63-2x651 4x712 LVLSWSW3-2x6 3-2x6 SW SWSWSW SWSWSW SW SW5 simS3.026 simS3.028 (SIM)S3.028 (SIM)S3.0212 simS3.0212 simS3.02145678ABCDEFGHILM1451011131415161718SRQPNO16" BCI 90'S @24" OC 16" BCI 90'S @24" OC 16" BCI 90'S @24" OC 16" BCI 90'S @24" OC 16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC16" BCI 90'S @24" OC193-2x616" BCI 90'S @24" OC16" BCI 60'S@24" OC3-2x616" BCI 90'S@24" OCSWSW1216" BCI 90'S @24" OC2x10 3-2x8J3-2x8TU16" BCI 6000'S @24" OC 3-2x63-2x63-2x63-2x63-2x63-2x851 4x16 LVL3-2x63-2x63-2x816 BCI 60'S @24" OC16 BCI 6000'S@24" OC3-2x10 W8x10 W8x10 W8x102233K@16" oc 912 BCI 6500'S @16" oc 912 BCI 6500'S 514x14 LVL@16" o c 514x14 LVLFLITCHBEAM #1514x14 LVL3-2x1051 4x16 LV L SW P5 DNP5 DNSW SWSWSWSW SW 22213-2x8514x16LVL3-2x83-2x83-2x616" BCI 90'S @24" OC16" BCI 90'S @24" OC3-2x63-2x6SW SW SW SW SWSW SW SWSW P5 DN3-2 x 1 0MARKTYPEPOST / COLUMNSCHEDULEP12-2x6P23-2x6P3312x312 LVLP4312x514 LVLP5514x514 LVLP6514x7 LVLC1HSS 5x5x516C2HSS 5x5x38C3HSS 5x5x12C4HSS 6x6x12C5HSS 4x4x38C6HSS 6x6x58C7HSS 8x8x126 simS3.026 simS3.023-2x63-2x10 P2 DNP2 DNP2 DNP2 DN10S3.02P5 DN9S3.0211 simS3.02P5 DN16S3.026 simS3.02C8HSS 5x10x38SW SW 2x10@16" OC2-2x10@16" O C 312x16 LVL 312x16 LVL3-2x83-2x8W1 W1 W2W2W2P2 DNP2 DNW1 W1 W1 W1 W1 W1 W1 W1 W2 W2 W2 W2W2W2514x712 LVL514x712 LVL514x712 LVL3-2x8514x712 LVL514x712 LVLNOTES:1.FOR GENERAL NOTES SEE S0.01.2.FOR TYPICAL DETAILS SEE S0.02 & S0.03.3.INDICATES FLUSH FRAMED CONDITIONREQUIRING JOIST HANGER SEE SCHEDULE ON S0.01.4.INDICATES SPAN OF 34" T&G PLYWOOD GLUED &NAILED TO TRUSSES, JOISTS, & BEAMS.5.FLITCH BEAM #1 - 3-134x14 LVL'S + 2-516"x1312" PLATES.SEE DETAIL 14 ON S3.02.WALL NOTES:1.INDICATES BEARING WALL BELOW.2.INDICATES 2x6@16" OC (UNLESS OTHERWISE NOTEDw/ W1 OR W2) BEARING WALL STARTS ON SLAB OR BEAM.3.ALL INTERIOR WALLS SHOWN STARTING ARE 2x6@16" OC(UNLESS OTHERWISE NOTED w/ W1 OR W2) SEE ARCHDRAWINGS.4.ALL EXTERIOR WALLS SHOWN STARTING ARE 2x6@16" OC(UNLESS OTHERWISE NOTED w/ W1 OR W2) w/ 12" PLYWOODSHEATHING ON ONE SIDE, PLYWOOD IS NAILED TO STUDSw/ 10d GALVANIZED COMMON NAILS SPACED AT 4" OC ATPANEL EDGES AND 12" OC AT INTERMEDIATE SUPPORTS.ALL EXTERIOR WALLS ARE BLOCKED AT PANEL JOINTS.AT BRICK BACKUP 2x6 STUDS ARE TO BE SPACED @12" OC.5. INDICATES 2x6@16" OC (UNLESS OTHERWISE NOTEDw/ W1 OR W2) w/ 12" PLYWOOD SHEATHING ON ONE SIDE,SHEAR WALL PLYWOOD IS NAILED TO STUDS w/ 10dGALVANIZED COMMON NAILS SPACED @4" OC AT PANELEDGES AND 12" OC AT INTERMEDIATE SUPPORTS. ALL SHEARWALLS ARE BLOCKED AT PANEL JOINTS.SW1ST FLR2-2x6@12" OCWALL TYPE "W2"WALL TYPE "W1"BEARING WALL TYPE SCHEDULE2ND FLR2ND FLR3RD FLR3RD FLR2x6@16" OC2x6@16" OC4TH FLR4TH FLR2x6@16" OC2x6@16" OCROOFROOF2-2x6@16" OC2-2x6@16" OCBS1.05BS1.05BS1.05BS1.05SW7S0.03P6 DNP6 DNP6 DNP6 DNW2W2W1 W1W1 312x16 LVL514x16 LVL 51 4x16 LV L 514x16 LVL514x16LVL514x16LVL514x16LVL @16" oc 912 BCI 6500'S @16" oc 912 BCI 60'S 16 BCI 90'S @12" OC FALL PROTECTIONFRAMING REMOVEDSCALE: 3" = 1'-0"BPLAN VIEW1'-37 8" SEE ARCH DWGS2x STUD WALL514x7 LVL POST(P6)BRICK VENEERSEE ARCH DWGS38" BENT PLATEw/ 6-58/$*%2/76HSS 5x5x38POSTHSS 5x10x38 BEAM61 4" SEE ARCH DWGSNOTE:ALL STEEL TO BE HOTDIPPED GALVREVISION:SHEET INFO:ISSUANCE:DATE:SCALE:DRAWN:CHECKED:18" = 1'-0"BSMRRROOF FRAMING PLANS1.05LDa Architects, LLP222 Third Street, Suite 3212Cambridge, MA 02142617 621-1455 fax 617 621-1477www.LDa-Architects.com155 Pleasant Street Northampton, MA 01060 201420 LIVE 155Office of Peter Frothingham Registered Architect181 Main Street, Suite OneNorthampton, MA 01060413 585-5910www.pfra.usCONTRACT DRAWINGS - PERMITDRAWING08/03/16 WPHSS DIAGONALSLOTTED AT ENDSORBASE PLATE AND ANCHORBOLTS SEE BASE PLATEDETAILS ON THIS SHEETȭ COLGUSSET PL (T=12")CENTERED ON COLMINȭ BEAMHSS DIAGONALSLOTTEDAT ENDSWIDE FLANGEOR HSS STEEL516" VERT STIFF PLATEES AT WIDE FLANGETYPWPGUSSET PLATE(T =12")MIN123ȭ BEAMVERT STIFF PLATEES (516" MIN)WPGUSSET PLATE(T =12")MINBRACING NOTES:1.FOR GENERAL NOTES & TYPICAL DETAILS SEE S0.01, S0.02, & S0.03.2.FOR COLUMN SIZES SEE PLAN.3.FOR BASE PLATE TYPES SEE PLAN & DETAILS ON THIS SHEET.4.FOR BRACE ELEVATIONS SEE THIS SHEET.5.CONNECTIONS SHALL BE DESIGNED FOR THE AXIAL FORCESSHOWN (NO INCREASE FOR SHORT TERM LOADS IS PERMITTED.)6.N(7&,1',&$7(6$;,$/)25&(,1%5$&,1*0(0%(56,1KIPS. (+) = TENSION ; (-) = COMPRESSION.7.BOLTS USED IN BRACING CONNECTIONS SHALL BE SLIP CRITICALTYPE HIGH STRENGTH BOLTS.8.CONTRACTOR TO COORDINATE GUSSET PLATE CONFIGURATIONSWITH OPENINGS.ȭ COLHSS DIAGONALSLOTTED AT ENDSTYPWPCOLUMN(OR )GUSSET PLATE(T =12")MIN4TOP OFCONCTYP1'-0"HSS DIAGONALSLOTTED AT ENDSTOP OFGRADEBEAMBASE PLATE12"x10"x2'-0"w/ 8-34[+6WPORTOP OF SLABTYPGUSSET PLATE(T =12")CENTEREDON COLMIN5FEFOUNDATION /FIRSTSECONDWB-1LINE 5TFOUNDATION /FIRSTSECONDWB-2LINE 13EDFOUNDATION /FIRSTSECONDWB-3LINE 8MKFOUNDATION /FIRSTSECONDWB-4LINE 11H3S2.01HSS 5x5x516N!HSS 5x5x516N! H S S 5 x 5 x 5 16 N !HSS 5x5x516N!HS S 5 x 5 x 5 16 N !HSS 5x5x516N!5S2.012S2.01SEE PLANSEE PLANSEE PLANSEE PLANHSS 5x7x38N!1S2.01MARKSIZE (LxWxT)BASE PLATE SCHEDULEA12x12x34AA12x12x114A216x16x114B10x7x1C12x6x1AB16x16x1A112x12x114CC12x6x138C112x6x112C218x8x112D12x6x34D112x8x1124-34$$%$77<3('4-34)*5$'(AB w/ 2x2x14 WELDED PLATEWASHERS AT TYPE "D1"4-34$$%$77<3("A", "AA", & "AB"4-34)*5$'(AB w/ 2x2x14 WELDED PLATEWASHERS AT TYPE "A1" & "A2"4-34$$%4-34$$%$77<3("C" & "CC"4-34)*5$'($%w/ 2x2x14 WELDED PLATEWASHERS AT TYPE"C1" & "C2"6BASE PLATE TYPE "A" 'SGRIDWL 516TYPGUSSET PLATEAS REQUIREDSEE PLAN FORLOCATION7BASE PLATE TYPE "B"GRIDGRIDW3"W3"L L516TYPGUSSET PLATEAS REQUIREDSEE PLAN FORLOCATION112" TYP8BASE PLATE TYPE "C" 'SGRIDGRIDL112" TYPGUSSET PLATE ASREQUIRED SEE PLANFOR LOCATIONW 9BASE PLATE TYPE "D" 'SGRIDGRIDL112" TYPW GUSSET PLATE ASREQUIRED SEE PLANFOR LOCATION3"10GRIDBASE PLATE ELEVATION(TYPE A, AA, AB, B, C, CC, & D)1'-0"ANCHORBOLTST3"3"FOR BASEPLATESIZE SEE COLUMNSCHEDULEHSS OR PIPE COLUMNTOP OF FOOTING, PIER,OR WALL SEE PLANSGRID112" TYP516TYP516TYP1" TOTAL14" LEVELINGPLATE34" GROUT11GRIDBASE PLATE ELEVATION(TYPE A1, A2, C1, C2, & D1)1'-9"ANCHORBOLTST FOR BASEPLATE SIZESEE COLUMN SCHEDULEHSS OR PIPE COLUMNTOP OF FOOTING, PIER,OR WALL SEE PLANS1" TOTAL14" LEVELINGPLATE34" GROUTPLATE 12"x3"x0'-3"TACK WELD TOBOLT HEAD14"x2"x2" PLATEWASHERTYPREVISION:SHEET INFO:ISSUANCE:DATE:SCALE:DRAWN:CHECKED:NONEBSMRRBRACING ELEVATIONS & DETAILSS2.01LDa Architects, LLP222 Third Street, Suite 3212Cambridge, MA 02142617 621-1455 fax 617 621-1477www.LDa-Architects.com155 Pleasant Street Northampton, MA 01060 201420 LIVE 155Office of Peter Frothingham Registered Architect181 Main Street, Suite OneNorthampton, MA 01060413 585-5910www.pfra.usCONTRACT DRAWINGS - PERMITDRAWING08/03/16 421SCALE: 1" = 1'-0"BOT OF FTGEL SEE PLAN3" CLEARSEE PLAN FOR FTGSIZE & REINFGRIDPIER TYPE "CP1"5"WWFHSS COLUMN, SEEFDN PLAN FOR COLUMN& BASE PLATE SIZESGRIDGRID8-#7 V#4 TIES@8" OCPIER TYPE "CP1"SCALE: 1" = 1'-0"1'-0"1'-0"1'-0"1'-0"BOT OF FTGEL SEE PLAN3" CLEARGRID5"WWFHSS COLUMN, SEEFOUNDATION PLANFOR COLUMN & BASEPLATE SIZESSCALE: 1" = 1'-0"9SCALE: 1" = 1'-0"83SCALE: 1" = 1'-0"5FIN GRADE2'-0"1'-0" 4'-0" MIN 2-#5 CONT5"3"WWF#4 @15"10"#4@15" EW EFSCALE: 1" = 1'-0"6GRIDSCALE: 1" = 1'-0"FIN GRADE2'-0"1'-0" 4'-0" MIN 2-#5 CONT5"WWF#4 @15"10"#4@15" EW EFGRID7SCALE: 1" = 1'-0"FIN GRADE4'-0" MIN 5"3"WWF#4 @15"SCALE: 1" = 1'-0"CP4PIER TYPE "CP4"#4@12" EWEF#4@12"1'-3"BENTONITEWATERSTOPTYPMETALLICWATERPROOFING5"6"1'-0"WWFDOWELS TOMATCH CMUVERT REINF8" CMU w/#5@24" V &#9 GAGE WIRELADDER @16" OC#6@9"T&B EW5'-0"HSS COLUMN, SEEFDN PLAN FOR COLUMN& BASE PLATE SIZESSEE PLAN FOR FTGSIZE & REINF1'-0" 1'-0"SEE PLAN FOR FTGSIZE & REINFBOT OF FTGEL SEE PLANGRID10"512"2'-0" MAX GRID10"10SCALE: 1" = 1'-0"11115" 1'-6"11WWF2-2x6 PT SILLS w/ 58EXP BOLTS @24" OC3'-0"115" 1'-6"2x6@16" OC (U.N.O. w/ W1 OR W2)112-#5 CONTWWF2-2x6 PT SILLS w/ 58EXP BOLTS @24" OC2'-0"12" PLYWOOD ATSHEAR WALLS ONLYSEE PLAN FORLOCATIONS12" PLYWOOD ATSHEAR WALLS ONLYSEE PLAN FORLOCATIONSSEE PLAN FOR PLYWOOD LOCATIONSEE PLAN FOR PLYWOOD LOCATION3-#5 CONT112x512 VERSA STUDS@16" OC w/ 12"PLYWOOD2-2x6 PT SILLS w/ 58EXP BOLTS @24" OC2-2x6 PT SILLS w/ 58EXP BOLTS @24" OCWWFWWF5"5"#4@15" EW EF512"#4@15" EW EFTOC EL SEE PLANTOC EL SEE PLANTOC EL SEE PLANTOC ELSEE PLANTOC EL SEE PLANTOC EL SEE PLANTOC EL SEE PLANFOR TOP OF WALLEL SEE ARCH DWGSTOC EL SEE PLANBOT OF FTGEL SEE PLANFOR INFORMATION NOTSHOWN, SEE DETAIL 5ON THIS SHEETFOR INFORMATION NOTSHOWN, SEE DETAIL 5ON THIS SHEET6"MAX FOR TOP OF WALLEL SEE ARCH DWGSTOC EL SEE PLANCONC WALL BEYOND - SEEDETAILS 8 & 9 ON THIS SHEETFOR ADD'L INFORMATIONHSS COLUMN, SEE FDN PLANFOR COLUMN & BASE PLATESIZES1'-4"21SCALE: 1" = 1'-0"12FIN GRADE5"GRIDWWFTOC ELSEE PLAN2'-0"1'-0"BOT OF FTGEL SEE PLAN4'-0" MIN2-#5 CONT#4 @15"#4@15" EW EF#4@15" CEW512"BRICK VENEERSEE ARCH DWGSSEE ARCH DWGS112x512 VERSA STUDS@16" OC w/ 12"PLYWOOD112x512 VERSA STUDS@12" OC w/ 12"PLYWOOD13SCALE: 1" = 1'-0"2'-0"1'-0" 5"3"WWF2-#58"#4@12"#4@12"CENTEREDEACH WAYTOC EL SEE PLANBOT OF FTGEL SEE PLAN6" MAX 12" PLYWOOD ATSHEAR WALLS ONLYSEE PLAN FORLOCATIONS2x6@16" OC2-2x6 PT SILLS w/ 58EXP BOLTS @24" OCFIN GRADEFIN GRADERIGID INSULATIONSEE ARCH DRAWINGSRIGID INSULATIONSEE ARCH DRAWINGS2x6@16" OC (U.N.O. w/ W1 OR W2)SCALE: 1" = 1'-0"CONC WALL BEYOND - SEEDETAIL 12 ON THIS SHEETFOR ADD'L INFORMATIONHSS COLUMN, SEE FDN PLAN FORCOLUMN & BASE PLATE SIZESFIN GRADE5"GRIDWWFTOC EL SEE PLAN#4 @15"#4@15" EW EFBRICK VENEERSEE ARCH DWGSSEE ARCH DWGSGRIDGRID1'-0"1'-0"FOR BRICKSHELF EL SEEARCH DWGSBRICK SHELFFOR BRICKSHELF EL SEEARCH DWGS1'-2" @4" SHELF1'-4" @6" SHELF1'-6" @8" SHELF1'-2" @4" SHELF1'-4" @6" SHELF1'-6" @8" SHELFBRICK SHELF4", 6" OR8" COORDw/ ARCHDWGSTOC EL SEE PLAN512"FOR BRICKSHELF EL SEEARCH DWGSRIGID INSULATIONSEE ARCH DRAWINGS2-2x6 PT SILLS w/ 58EXP BOLTS @24" OC8-#7 V#4@8" TIESBRICK SHELF4", 6" OR 8"COORD. w/ARCH DWGS4", 6" OR 8"COORD. w/ARCH DWGSREVISION:SHEET INFO:ISSUANCE:DATE:SCALE:DRAWN:CHECKED:AS NOTEDBSMRRSECTIONSS3.01LDa Architects, LLP222 Third Street, Suite 3212Cambridge, MA 02142617 621-1455 fax 617 621-1477www.LDa-Architects.com155 Pleasant Street Northampton, MA 01060 201420 LIVE 155Office of Peter Frothingham Registered Architect181 Main Street, Suite OneNorthampton, MA 01060413 585-5910www.pfra.usCONTRACT DRAWINGS - PERMITDRAWING08/03/16 WOODPOSTBELOW1END POST DETAIL@LVL BEAM(REQUIRED)4MULTIPLE LVL NAILING & BOLTINGPATTERN (UP TO 3 PILES)NOTE:2 ROWS OF 16d NAILS @12" OC FOR 912" LVL3 ROWS OF 16d NAILS @12" OC FOR 1178" LVL2 ROWS OF 12%2/76#2&)25/9/6,'(/2$'3 ROWS OF 12%2/76#2&)25 /9/3 ROWS OF 16d NAILS @12" OC FOR UP TO 16" LVL (TOP LOAD)(TYPICAL UNLESS OTHERWISE NOTED)END BEARINGDETAIL @LVLWOODPOSTBELOWSIMPSON 'CC/ECC'COLUMN CAP SERIESEND BEARING DETAIL@LVL (REQUIRED)LVL BEAMSIMPSON 'CC/ECC'COLUMN CAP SERIESWOOD POSTABOVELVL BEAMINVERTED SIMPSONCOLUMN CAP 'CC/ECC'SERIESLVL BEAMLVL BEAMOR HEADERTRIMMERSSTRAP PER CODEIF TOP PLATE IS NOTCONTINOUS OVERHEADERSCALE: 1" = 1'-0"2SCALE: 1" = 1'-0"3SCALE: 1" = 1'-0"5SCALE: 1" = 1'-0"678SCALE: 1" = 1'-0"9SCALE: 1" = 1'-0"10SCALE: 1" = 1'-0"11SCALE: 1" = 1'-0"12SCALE: 1" = 1'-0"13SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"SCALE: 1" = 1'-0"2x6@16" OCw/ 12" PLYWOOD34" T&G PLYWOOD118" RIMBOARDI-JOISTFINISHWEB STIFFENEREACH SIDE TYP.2x6@16" OCw/ 12" PLYWOOD(TYP)34" T&G PLYWOODJOISTSFINISH118" RIMBOARD2x6@16" OCw/ 12" PLYWOOD@SHEAR WALLSSEE PLAN FORLOCATIONI-JOIST34" T&GPLYWOODFINISH2x10@16" OCJOISTHANGERCONT 2x10LEDGER w/ 38/$*6@ 16" OC T&BWEB STIFFENEREACH SIDE TYP.118" RIMBOARD2x6@16" OCw/ 12" PLYWOOD@SHEAR WALLSSEE PLAN FORLOCATIONI-JOISTFINISH2x10@16" OCJOISTHANGERCONT 2x10LEDGER w/ 38LAGS T&B @ 16" OC8" CMU w/#5@24"V &#9 GAGE WIRELADDER @16" OC H2-#5 CONT INBOND BEAM34" T&GPLYWOODFINISHI-JOISTS2-2x8 PT w/ 34EXP BOLTS @24" OCIN SOLID GROUTEDCELLS8" CMU w/ #5@24" V& #9 GAGE WIRELADDER @16" OC H2-#5 CONT INBOND BEAMFINISHI-JOIST118" RIM BOARDw/ 2-34(;3$16,21BOLTS @24" OC2x4 WEB STIFFENEREACH SIDE TYP.CONT. ICE & WATERSHIELD BETWEENRIM BOARD & CMUWALLFINISHI-JOISTI-JOISTLVL SEE PLANJOIST HANGERJOIST HANGERWEB STIFFENEREACH SIDE TYP.34" T&G PLYWOODFINISHI-JOIST2x6@16" OC w/ 12"PLYWOOD @SHEARWALLS SEE PLANFOR LOCATION2x6@16" OC (U.N.O.w/ W1 OR W2) w/ 12"PLYWOOD @SHEARWALLS SEE PLANFOR LOCATION2-2x TOP PLATE514x16 LVLI-JOISTWEB STIFFENEREACH SIDE TYP.WEB STIFFENEREACH SIDE TYP.34" T&G PLYWOODLVL BEAMJOISTSJOISTBLOCKINGFINISH15NOTE "A" - WELD AFTERALIGNMENT TYPBRICK RELIEF ELSEE ARCH DWGCONT L6x8x716(LLH)NOTE AW BEAM, SEEPLAN FOR SIZE14SCALE: 1" = 1'-0"FLITCH BEAM #13-134"x14" LVL &2-516"x1312" PLATESw/ 12"7+58%2/76((+ @16" OC T&B FLITCH BM2"2"SCALE: 1" = 1'-0"16SCALE: 1" = 1'-0"L6x8x716 (LLH) OR38" BENT PLw/ 2-58/$*SCREWS @12" OC2x6@12" OCw/ 12" PLYWOODBRICK VENEERSEE ARCH DWGSBRICK VENEERSEE ARCH DWGSGRIDVARIES FROM 614" TO 734"SEE ARCH DWGSBRICK RELIEF ELSEE ARCH DWG312"ȭ BEAM2-2x NAILER w/ 12BOLTS @24" OCSTAGGERED34" T&GPLYWOOD2x6@12" OCw/ 12" PLYWOOD17W BEAM SEEPLAN FOR SIZEFINISHI-JOISTI-JOIST2x6@16" OC (U.N.O. w/ W1OR W2) w/ 12" PLYWOOD@SHEAR WALLSSEE PLAN FORLOCATIONSCALE: 1" = 1'-0"1" GYPCRETE19I-JOIST34" T&G PLYWOODFINISH2x10@16" OCSIMPSON TYPE'JB210' JOIST HANGER2x6@16" OC @SHEARWALL SEE PLAN FORLOCATIONSEE PLAN FORBEAM SIZE2-2x NAILER w/ 12THRU-BOLTS @24" OCSTAGGEREDSCALE: 1" = 1'-0"18JOIST HANGER34" T&G PLYWOODBLOCK OUTWEB ASREQUIREDW BEAM SEEPLAN FOR SIZEJOISTSCALE: 1" = 1'-0"2-2x NAILER w/ 12THRU-BOLTS @12" OCSTAGGEREDJOIST HANGERJOIST HANGERWEB STIFFENEREACH SIDE TYP.2-2x NAILER w/ 12THRU-BOLTS @24" OCSTAGGERED1" GYPCRETE34" T&GPLYWOOD1" GYPCRETE1" GYPCRETE1" GYPCRETE34" T&GPLYWOOD1" GYPCRETE34" T&GPLYWOODJOIST HANGER1" GYPCRETE1" GYPCRETE34" T&GPLYWOOD1" GYPCRETE1" GYPCRETE1" GYPCRETEFINISHBLOCK WEB SOLID w/ 12THRU-BOLTS @24" OCSTAGGERED T&BBLOCK WEB SOLIDw/ 127+58%2/76@24" OC STAGGEREDT&BHSS 6x4x38 @4'-0" OCFINISH1" GYPCRETE1" GYPCRETE1" GYPCRETE38" STIFF PLON BSVARIES FROM 614" TO 734"NOTE:1.HORIZONTAL LEG OFANGLE TO BE NOTCHEDAS REQUIRED, COORDINATEw/ ARCH DWGS2.STEEL IS HOT DIPPEDGALVANIZEDBLOCK WEB SOLIDw/ 127+58%2/76@24" OC STAGGEREDT&B6"W BEAM,SEE PLANFOR SIZENOTE:1.HORIZONTALLEG OFANGLE TO BENOTCHEDAS REQUIRED,COORDINATEw/ ARCH DWGS2.STEEL IS HOTDIPPEDGALVANIZED20L6x6x516TYPICALTYP4-34(;3%2/76INTO SOLID GROUTEDCELLSL6x6x5162-127+58%2/7634" PLYWOODLVL - SEE PLANFOR SIZE4-34(;3%2/76INTO SOLID GROUTEDCELLSSCALE: 1" = 1'-0"BLOCKING @12" OR 16" OC;MUST ALIGN w/ EXTERIORSTUDS38" STIFF PLON BSW BEAM, SEEPLAN FOR SIZEREVISION:SHEET INFO:ISSUANCE:DATE:SCALE:DRAWN:CHECKED:AS NOTEDBSMRRSECTIONSS3.02LDa Architects, LLP222 Third Street, Suite 3212Cambridge, MA 02142617 621-1455 fax 617 621-1477www.LDa-Architects.com155 Pleasant Street Northampton, MA 01060 201420 LIVE 155Office of Peter Frothingham Registered Architect181 Main Street, Suite OneNorthampton, MA 01060413 585-5910www.pfra.usCONTRACT DRAWINGS - PERMITDRAWING08/03/16 1SCALE: 1" = 1'-0"2SCALE: 1" = 1'-0"3SCALE: 1" = 1'-0"FINISHES1" GYPCRETE2x6@12" OCw/ 12" PLYWOOD34" T&G PLYWOOD2-2x NAILER w/ 12THRU- BOLTS @12"OC STAGGEREDCUT FROM L8x6x716(LLH)w/ 2-58/$*SCREWS @12" OCBRICK VENEERSEE ARCH DWGS34" T&G PLYWOOD'FRT'BLOCK WEB SOLIDw/ 127+58%2/76@12" OC STAGGEREDT&B2x NAILER w/ 12THRU-BOLTS @24"OC STAGGERED2x10@16 OC 'FRT'JOIST HANGERW BEAM, SEEPLAN FOR SIZEBLOCK WEB SOLID w/ 127+58BOLTS @24" OC STAGGERED T&BW BEAM, SEEPLAN FOR SIZE12" PLATE w/ 4-12THRU-BOLTS12"x3"x3" PLATEWASHER TYPICAL1'-0" MAX38" PLATEWP6"BRICK VENEER SEEARCH DRAWINGSLVL POST SEEPLAN FOR SIZE12" PLYWOOD1'-0"6"11 2" TYP 112"112"3"HSS 1.9x0.188AESS HANGER4" MINTYP34" T&GPLYWOOD'FRT'2x NAILER w/ 12THRU-BOLTS @24"OC STAGGERED2x10@16 OC 'FRT'JOIST HANGERBLOCK WEB SOLIDw/ 127+58%2/76@24" OC STAGGEREDT&BW BEAM, SEEPLAN FOR SIZE1'-0" MAX 38" PLATEWPHSS 1.9x0.188 AESS HANGER4" MINTYP6"31 2"6789DETAIL NOTUSEDDETAIL NOTUSED102-127+58BOLTSBENT PLATE 14"1'-1"LVLLVLHSS COLUMN112"112"2"4"3"12#4 @12"5"8"5"SEEPLANWWF2-#4 CONTSEEPLANSEE PLAN 115" 1'-6"2x6@16" OC (U.N.O. w/ W1 OR W2)112-#5 CONTWWF2-2x6 PT SILLS w/ 58EXP BOLTS @24" OC2'-0"12" PLYWOOD ATSHEAR WALLS ONLYSEE PLAN FORLOCATIONSSEE PLAN FOR PLYWOOD LOCATIONTOC EL SEE PLANSEE ARCH 4SCALE: 3" = 1'-0"514x7 LVL POSTHSS 5x10x38 BEAML6x8x716 LLH (CUTHORIZ LEG ASREQUIRED) OR 38"THK BENT PLBRICK VENEERSEE ARCH DWGS12"x6"x1'-0" ENDPLATE w/ 4-58LAG BOLTSNOTE:1.HORIZONTAL LEGOF ANGLE TO BENOTCHED ASREQUIRED,COORDINATEw/ ARCH DWGS2.STEEL IS HOTDIPPEDGALVANIZED3"2"1"BRICK VENEERSEE ARCHDWGS5SCALE: 3" = 1'-0"BRICK VENEERSEE ARCH DWGSHSS 5x5x38 POSTL4x4x716 OR 38"THK BENT PLHSS5x10x38BEAM12"x6"x1'-6" ENDPLATE w/ 4-58LAG BOLTS514x7 LVLPOSTTYP11 2"TYPNOTE:ALL STEEL TO BEHOT DIPPED GALVREVISION:SHEET INFO:ISSUANCE:DATE:SCALE:DRAWN:CHECKED:AS NOTEDBSMRRSECTIONSS3.03LDa Architects, LLP222 Third Street, Suite 3212Cambridge, MA 02142617 621-1455 fax 617 621-1477www.LDa-Architects.com155 Pleasant Street Northampton, MA 01060 201420 LIVE 155Office of Peter Frothingham Registered Architect181 Main Street, Suite OneNorthampton, MA 01060413 585-5910www.pfra.usCONTRACT DRAWINGS - PERMITDRAWING08/03/16 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS N/A MDG SK MECHANICAL LEGEND, SCHEDULES, AND NOTES M001 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS N/A MDG SK MECHANICAL SCHEDULES M002 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS N/A MDG SK MECHANICAL DETAILS M003 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS N/A MDG SK MECHANICAL DETAILS M004 DN UP UP UP UP F G E 9 I 10 14 14 M T H L B A A C U LOBBY 100 MEN'S REST. RM 119 WOMEN'S REST. RM 117 SOUTH ENTRY 113 SERVICE HALL 005 LAUNDRY 114 CONFERENCE 111C OFFICE 111A KITCHEN 111D NORTH ENTRY 118 RETAIL 001 JANITOR 112 STAIR 2 2-1 STAIR 3 3-1 UNASSIGNED 125 RETAIL 002 RETAIL 003 RETAIL 004 J K MAINTENANCE 122 HAP - RECEPTION 111 FLEX 116 ELECTRICAL 123 LOADING 124 11 13 12 D OPEN OFFICE 111B MECHANICAL 115 HOISTWAY 4-1 15 15 N Q P 18 18 17 17 16 16 ENTRY 108 LIVING 106A LIVING 104A LIVING 105A LIVING 107A LIVING 109A STAIR 1 1-1 KITCHEN 110C BATHROOM 110D BEDROOM 110B BATHROOM 108D KITCHEN 108C BATHROOM 106D KITCHEN 106C BEDROOM 106B KITCHEN 104C BATHROOM 104D BATHROOM 103D BATHROOM 105D KITCHEN 103C KITCHEN 105C BEDROOM 105B BEDROOM 103B BATHROOM 107D BATHROOM 109D KITCHEN 107C KITCHEN 109C BEDROOM 109B BEDROOM 104B BEDROOM 108B BEDROOM 107B 19 LIVING 110A ENTRY 104 ENTRY 103 ENTRY 105 ENTRY 107 ENTRY 109 O LIVING 103A 21 BEDROOM 101B LIVING 101A BATHROOM 101D KITCHEN 101C ENTRY 101 BATHROOM 102D LIVING 102A KITCHEN 102C BEDROOM 102B ENTRY 102 ENTRY 110 ENTRY 106 LIVING 108A TEL/DATA 120 HALL 100A 21.1 LIFE SAFETY 116A ELECTRICAL 111E ALL GENDER REST. RM 121 C.1 UP RY MECHANICAL 115 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED MDG SK LEVEL 1 FLOOR PLAN M101 SCALE: 1/8" = 1'-0"1 LEVEL 1 FLOOR PLAN SCALE: 1/4" = 1'-0"2 MECH ROOM PART PLAN UP DN UP DN UP DN 15 F G E 9 I 8 10 14 14 M T H L B A A C 7 U LIVING 220A LIVING 218A LIVING 216A LIVING 214A LIVING 215A LIVING 211ALAUNDRY 221 LIVING 212A LIVING 219A HALL 200C BATHROOM 212D BEDROOM 212B BEDROOM 215B BATHROOM 211D KITCHEN 211C BATHROOM 213D BATHROOM 215D BATHROOM 214D BATHROOM 216D BEDROOM 214B BATHROOM 218D BATHROOM 220D BEDROOM 220B BATHROOM 219D STAIR 2 2-2 STAIR 3 3-2 KITCHEN 219C KITCHEN 220C KITCHEN 218C KITCHEN 216C KITCHEN 214C 4 J ELECTRICAL 227 12 12 LIVING 217A D BEDROOM 218B BEDROOM 216B KITCHEN 215C BEDROOM 219B ENTRY 214 ENTRY 216 ENTRY 218 ENTRY 220ENTRY 219 ENTRY 212 ENTRY 211 EMR 223 TEL/DATA 225 6 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 LIVING 207A LIVING 205A LIVING 203A LIVING 204A LIVING 206A LIVING 208A STAIR 1 1-2 BEDROOM 210B KITCHEN 210C BATHROOM 210D BATHROOM 208D KITCHEN 208C BEDROOM 206B KITCHEN 206C BATHROOM 206D BATHROOM 204D BATHROOM 203D KITCHEN 203C BEDROOM 203B BEDROOM 205B KITCHEN 205C BATHROOM 205D BATHROOM 207D BEDROOM 209B BEDROOM 204B KITCHEN 209C BEDROOM 208B BEDROOM 207B ENTRY 210 ENTRY 206 ENTRY 204 ENTRY 203 ENTRY 205 ENTRY 207 KITCHEN 207C ENTRY 209 BATHROOM 209D HALL 200A KITCHEN 204C BATHROOM 202D ENTRY 202 LIVING 202A KITCHEN 202C BEDROOM 202B LIVING 201A BEDROOM 201B KITCHEN 201C BATHROOM 201D ENTRY 201 LIVING 209A LIVING 210A ENTRY 208 JANITOR 222 KITCHEN 212C 21.1 BEDROOM 211B LIVING 213A KITCHEN 213C BEDROOM 213B ENTRY 213 BEDROOM 217B KITCHEN 217C BATHROOM 217D ENTRY 217 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/8" = 1'-0" MDG SK LEVEL 2-4 FLOOR PLAN M102 SCALE: 1/8" = 1'-0"1 LEVEL 2-4 FLOOR PLAN 1 15 F G E 9 I 8 10 2 2 14 14 M T H L B A C 7 U 4 J K 11 13 13 12 12 D 36 15 15 S R Q 18 18 17 17 16 16 19 19 20 22 RD/ORD H.P. H.P. H.P. RD/ORD H.P. RD/ORD RD/ORD RD/ORD 9.1 SLOPE TO DRAIN 1/4" PER 1'-0", TYP. SLOPE TO DRAIN 1/4" PER 1'-0", TYP.CLH.P .H.P.H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H. P . H.P. H.P. H.P.H.P. H.P.H.P.H.P.H.P.H.P.H.P.H.P. E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/8" = 1'-0" MDG SK ROOF PLAN M103 SCALE: 1/8" = 1'-0"1 ROOF PLAN BATHROOM 416D ELECTRICAL 424 BATHROOM 417D KITCHEN 417C BEDROOM 417B ENTRY 416 ENTRY 418 STORAGE 423 STORAGE 425 DN BATHROOM 316D ELECTRICAL 324 BATHROOM 317D KITCHEN 317CBEDROOM 317B ENTRY 316 ENTRY 318 STORAGE 323 STORAGE 325 DN DN BATHROOM 216D STAIR 2 ELECTRICAL 227 ENTRY 216 ENTRY 218 EMR 223 TEL/DATA 225 BEDROOM 217B KITCHEN 217C BATHROOM 217D 587 46 587 46 587 46 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/4" = 1'-0" MDG SK CHASE PART PLANS M104 SCALE: 1/4" = 1'-0"1 4TH FLOOR CHASE SCALE: 1/4" = 1'-0"2 3RD FLOOR CHASE SCALE: 1/4" = 1'-0"3 2ND FLOOR CHASE SQ 17 16 H SQ 18 17 C EL: C1 8' - 1"AFF C EL: SOFFIT 7' - 7 1/8"AFF E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/4" = 1'-0" MDG SK ENLARGED PART PLANS M201 SCALE: 1/4" = 1'-0"1 STUDIO ENLARGED PLAN SCALE: 1/4" = 1'-0"2 ONE BEDROOM PLAN E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED CAD DC ELECTRICAL LEGEND AND NOTES E001 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1" = 10'-0" CAD DC ELECTRICAL SITE PLAN E002 SCALE: 1" = 10'-0"1 ELECTRICAL SITE PLAN E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED CAD DC ELECTRICAL SITE DETAILS SHEET 1 E003 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED CAD DC ELECTRICAL SITE DETAILS SHEET 2 E004 DN UP UP UP UP 15 F G E 9 I 8 10 2 14 14 M T H L B A A C 7 U LOBBY 100 MEN'S REST. RM 119 WOMEN'S REST. RM 117 SOUTH ENTRY 113 SERVICE HALL 005 LAUNDRY 114 CONFERENCE 111C OFFICE 111A KITCHEN 111D NORTH ENTRY 118 RETAIL 001 JANITOR 112 STAIR 2 2-1 STAIR 3 3-1 UNASSIGNED 125 4 RETAIL 002 RETAIL 003 RETAIL 004 J K MAINTENANCE 122 HAP - RECEPTION 111 FLEX 116 ELECTRICAL 123 LOADING 124 11 13 13 12 D 3 OPEN OFFICE 111B MECHANICAL 115 HOISTWAY 4-1 6 15 15 N S R Q P 18 18 17 17 16 16 ENTRY 108 LIVING 106A LIVING 104A LIVING 105A LIVING 107A LIVING 109A STAIR 1 1-1 KITCHEN 110C BATHROOM 110D BEDROOM 110B BATHROOM 108D KITCHEN 108C BATHROOM 106D KITCHEN 106C BEDROOM 106B KITCHEN 104C BATHROOM 104D BATHROOM 103D BATHROOM 105D KITCHEN 103C KITCHEN 105C BEDROOM 105B BEDROOM 103B BATHROOM 107D BATHROOM 109D KITCHEN 107C KITCHEN 109C BEDROOM 109B BEDROOM 104B BEDROOM 108B BEDROOM 107B 19 19 20 LIVING 110A ENTRY 104 ENTRY 103 ENTRY 105 ENTRY 107 ENTRY 109 O LIVING 103A 21 22 BEDROOM 101B LIVING 101A BATHROOM 101D KITCHEN 101C ENTRY 101 BATHROOM 102D LIVING 102A KITCHEN 102C BEDROOM 102B ENTRY 102 ENTRY 110 ENTRY 106 LIVING 108A TEL/DATA 120 HALL 100A 21.1 LIFE SAFETY 116A ELECTRICAL 111E ALL GENDER REST. RM 121 C.1 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/8" = 1'-0" CAD DC LEVEL 0 LIGHTING PLAN E101 SCALE: 1/8" = 1'-0"1 LEVEL 0 LIGHTING PLAN UP DN UP DN UP DN 15 F G E 9 I 8 10 14 14 M T H L B A A C 7 U LIVING 220A LIVING 218A LIVING 216A LIVING 214A LIVING 215A LIVING 211ALAUNDRY 221 LIVING 212A LIVING 219A HALL 200C BATHROOM 212D BEDROOM 212B BEDROOM 215B BATHROOM 211D KITCHEN 211C BATHROOM 213D BATHROOM 215D BATHROOM 214D BATHROOM 216D BEDROOM 214B BATHROOM 218D BATHROOM 220D BEDROOM 220B BATHROOM 219D STAIR 2 2-2 STAIR 3 3-2 KITCHEN 219C KITCHEN 220C KITCHEN 218C KITCHEN 216C KITCHEN 214C 4 J ELECTRICAL 227 12 12 LIVING 217A D BEDROOM 218B BEDROOM 216B KITCHEN 215C BEDROOM 219B ENTRY 214 ENTRY 216 ENTRY 218 ENTRY 220ENTRY 219 ENTRY 212 ENTRY 211 EMR 223 TEL/DATA 225 DWW/WD/D6 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 LIVING 207A LIVING 205A LIVING 203A LIVING 204A LIVING 206A LIVING 208A STAIR 1 1-2 BEDROOM 210B KITCHEN 210C BATHROOM 210D BATHROOM 208D KITCHEN 208C BEDROOM 206B KITCHEN 206C BATHROOM 206D BATHROOM 204D BATHROOM 203D KITCHEN 203C BEDROOM 203B BEDROOM 205B KITCHEN 205C BATHROOM 205D BATHROOM 207D BEDROOM 209B BEDROOM 204B KITCHEN 209C BEDROOM 208B BEDROOM 207B ENTRY 210 ENTRY 206 ENTRY 204 ENTRY 203 ENTRY 205 ENTRY 207 KITCHEN 207C ENTRY 209 BATHROOM 209D HALL 200A KITCHEN 204C BATHROOM 202D ENTRY 202 LIVING 202A KITCHEN 202C BEDROOM 202B LIVING 201A BEDROOM 201B KITCHEN 201C BATHROOM 201D ENTRY 201 LIVING 209A LIVING 210A ENTRY 208 JANITOR 222 KITCHEN 212C 21.1 BEDROOM 211B LIVING 213A KITCHEN 213C BEDROOM 213B ENTRY 213 BEDROOM 217B KITCHEN 217C BATHROOM 217D ENTRY 217 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/8" = 1'-0" CAD DC LEVEL 2-4 LIGHTING PLAN E102 SCALE: 1/8" = 1'-0"1 LEVEL 2-4 LIGHTING PLAN DN UP UP UP UP 15 F G E 9 I 8 10 2 14 14 M T H L B A A C 7 U LOBBY 100 MEN'S REST. RM 119 WOMEN'S REST. RM 117 SOUTH ENTRY 113 SERVICE HALL 005 LAUNDRY 114 CONFERENCE 111C OFFICE 111A KITCHEN 111D NORTH ENTRY 118 RETAIL 001 JANITOR 112 STAIR 2 2-1 STAIR 3 3-1 UNASSIGNED 125 4 RETAIL 002 RETAIL 003 RETAIL 004 J K MAINTENANCE 122 HAP - RECEPTION 111 FLEX 116 ELECTRICAL 123 LOADING 124 11 13 13 12 D 3 OPEN OFFICE 111B MECHANICAL 115 HOISTWAY 4-1 6 15 15 N S R Q P 18 18 17 17 16 16 ENTRY 108 LIVING 106A LIVING 104A LIVING 105A LIVING 107A LIVING 109A STAIR 1 1-1 KITCHEN 110C BATHROOM 110D BEDROOM 110B BATHROOM 108D KITCHEN 108C BATHROOM 106D KITCHEN 106C BEDROOM 106B KITCHEN 104C BATHROOM 104D BATHROOM 103D BATHROOM 105D KITCHEN 103C KITCHEN 105C BEDROOM 105B BEDROOM 103B BATHROOM 107D BATHROOM 109D KITCHEN 107C KITCHEN 109C BEDROOM 109B BEDROOM 104B BEDROOM 108B BEDROOM 107B 19 19 20 LIVING 110A ENTRY 104 ENTRY 103 ENTRY 105 ENTRY 107 ENTRY 109 O LIVING 103A 21 22 BEDROOM 101B LIVING 101A BATHROOM 101D KITCHEN 101C ENTRY 101 BATHROOM 102D LIVING 102A KITCHEN 102C BEDROOM 102B ENTRY 102 ENTRY 110 ENTRY 106 LIVING 108A TEL/DATA 120 HALL 100A 21.1 LIFE SAFETY 116A ELECTRICAL 111E ALL GENDER REST. RM 121 C.1 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/8" = 1'-0" CAD DC LEVEL 0 POWER PLAN E201 SCALE: 1/8" = 1'-0"1 LEVEL 0 POWER PLAN UP DN UP DN UP DN 15 F G E 9 I 8 10 14 14 M T H L B A A C 7 U LIVING 220A LIVING 218A LIVING 216A LIVING 214A LIVING 215A LIVING 211ALAUNDRY 221 LIVING 212A LIVING 219A HALL 200C BATHROOM 212D BEDROOM 212B BEDROOM 215B BATHROOM 211D KITCHEN 211C BATHROOM 213D BATHROOM 215D BATHROOM 214D BATHROOM 216D BEDROOM 214B BATHROOM 218D BATHROOM 220D BEDROOM 220B BATHROOM 219D STAIR 2 2-2 STAIR 3 3-2 KITCHEN 219C KITCHEN 220C KITCHEN 218C KITCHEN 216C KITCHEN 214C 4 J ELECTRICAL 227 12 12 LIVING 217A D BEDROOM 218B BEDROOM 216B KITCHEN 215C BEDROOM 219B ENTRY 214 ENTRY 216 ENTRY 218 ENTRY 220ENTRY 219 ENTRY 212 ENTRY 211 EMR 223 TEL/DATA 225 DWW/WD/D6 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 LIVING 207A LIVING 205A LIVING 203A LIVING 204A LIVING 206A LIVING 208A STAIR 1 1-2 BEDROOM 210B KITCHEN 210C BATHROOM 210D BATHROOM 208D KITCHEN 208C BEDROOM 206B KITCHEN 206C BATHROOM 206D BATHROOM 204D BATHROOM 203D KITCHEN 203C BEDROOM 203B BEDROOM 205B KITCHEN 205C BATHROOM 205D BATHROOM 207D BEDROOM 209B BEDROOM 204B KITCHEN 209C BEDROOM 208B BEDROOM 207B ENTRY 210 ENTRY 206 ENTRY 204 ENTRY 203 ENTRY 205 ENTRY 207 KITCHEN 207C ENTRY 209 BATHROOM 209D HALL 200A KITCHEN 204C BATHROOM 202D ENTRY 202 LIVING 202A KITCHEN 202C BEDROOM 202B LIVING 201A BEDROOM 201B KITCHEN 201C BATHROOM 201D ENTRY 201 LIVING 209A LIVING 210A ENTRY 208 JANITOR 222 KITCHEN 212C 21.1 BEDROOM 211B LIVING 213A KITCHEN 213C BEDROOM 213B ENTRY 213 BEDROOM 217B KITCHEN 217C BATHROOM 217D ENTRY 217 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/8" = 1'-0" CAD DC LEVEL 2-4 POWER PLAN E202 SCALE: 1/8" = 1'-0"1 LEVEL 2-4 POWER PLAN 1 15 F G E 9 I 8 10 2 2 14 14 M T H L B A C 7 U 4 J K 11 13 13 12 12 D 36 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 RD/ORD H.P. H.P. H.P. 21.1 ACHP-1 RTU-1 EF-1 ERV-3 RD/ORD H.P. RD/ORD RD/ORD RD/ORD 9.1 SLOPE TO DRAIN 1/4" PER 1'-0", TYP. SLOPE TO DRAIN 1/4" PER 1'-0", TYP.CLH.P .H.P.H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P. H.P . H.P. H.P. H.P.H.P. H.P.H.P.H.P.H.P.H.P.H.P.H.P. E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/8" = 1'-0" CAD DC ELECTRICAL ROOF PLAN E203 SCALE: 1/8" = 1'-0"1 ELECTRICAL ROOF PLAN DN UP UP UP UP 15 F G E 9 I 8 10 2 14 14 M T H L B A A C 7 U LOBBY 100 MEN'S REST. RM 119 WOMEN'S REST. RM 117 SOUTH ENTRY 113 SERVICE HALL 005 LAUNDRY 114 CONFERENCE 111C OFFICE 111A KITCHEN 111D NORTH ENTRY 118 RETAIL 001 JANITOR 112 STAIR 2 2-1 STAIR 3 3-1 UNASSIGNED 125 4 RETAIL 002 RETAIL 003 RETAIL 004 J K MAINTENANCE 122 HAP - RECEPTION 111 FLEX 116 ELECTRICAL 123 LOADING 124 11 13 13 12 D 3 OPEN OFFICE 111B MECHANICAL 115 HOISTWAY 4-1 6 15 15 N S R Q P 18 18 17 17 16 16 ENTRY 108 LIVING 106A LIVING 104A LIVING 105A LIVING 107A LIVING 109A STAIR 1 1-1 KITCHEN 110C BATHROOM 110D BEDROOM 110B BATHROOM 108D KITCHEN 108C BATHROOM 106D KITCHEN 106C BEDROOM 106B KITCHEN 104C BATHROOM 104D BATHROOM 103D BATHROOM 105D KITCHEN 103C KITCHEN 105C BEDROOM 105B BEDROOM 103B BATHROOM 107D BATHROOM 109D KITCHEN 107C KITCHEN 109C BEDROOM 109B BEDROOM 104B BEDROOM 108B BEDROOM 107B 19 19 20 LIVING 110A ENTRY 104 ENTRY 103 ENTRY 105 ENTRY 107 ENTRY 109 O LIVING 103A 21 22 BEDROOM 101B LIVING 101A BATHROOM 101D KITCHEN 101C ENTRY 101 BATHROOM 102D LIVING 102A KITCHEN 102C BEDROOM 102B ENTRY 102 ENTRY 110 ENTRY 106 LIVING 108A TEL/DATA 120 HALL 100A 21.1 LIFE SAFETY 116A ELECTRICAL 111E ALL GENDER REST. RM 121 C.1 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/8" = 1'-0" CAD DC LEVEL 0 FIRE ALARM PLAN E301 SCALE: 1/8" = 1'-0"1 LEVEL 0 FIRE ALARM PLAN UP DN UP DN UP DN 15 F G E 9 I 8 10 14 14 M T H L B A A C 7 U LIVING 220A LIVING 218A LIVING 216A LIVING 214A LIVING 215A LIVING 211ALAUNDRY 221 LIVING 212A LIVING 219A HALL 200C BATHROOM 212D BEDROOM 212B BEDROOM 215B BATHROOM 211D KITCHEN 211C BATHROOM 213D BATHROOM 215D BATHROOM 214D BATHROOM 216D BEDROOM 214B BATHROOM 218D BATHROOM 220D BEDROOM 220B BATHROOM 219D STAIR 2 2-2 STAIR 3 3-2 KITCHEN 219C KITCHEN 220C KITCHEN 218C KITCHEN 216C KITCHEN 214C 4 J ELECTRICAL 227 12 12 LIVING 217A D BEDROOM 218B BEDROOM 216B KITCHEN 215C BEDROOM 219B ENTRY 214 ENTRY 216 ENTRY 218 ENTRY 220ENTRY 219 ENTRY 212 ENTRY 211 EMR 223 TEL/DATA 225 6 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 LIVING 207A LIVING 205A LIVING 203A LIVING 204A LIVING 206A LIVING 208A STAIR 1 1-2 BEDROOM 210B KITCHEN 210C BATHROOM 210D BATHROOM 208D KITCHEN 208C BEDROOM 206B KITCHEN 206C BATHROOM 206D BATHROOM 204D BATHROOM 203D KITCHEN 203C BEDROOM 203B BEDROOM 205B KITCHEN 205C BATHROOM 205D BATHROOM 207D BEDROOM 209B BEDROOM 204B KITCHEN 209C BEDROOM 208B BEDROOM 207B ENTRY 210 ENTRY 206 ENTRY 204 ENTRY 203 ENTRY 205 ENTRY 207 KITCHEN 207C ENTRY 209 BATHROOM 209D HALL 200A KITCHEN 204C BATHROOM 202D ENTRY 202 LIVING 202A KITCHEN 202C BEDROOM 202B LIVING 201A BEDROOM 201B KITCHEN 201C BATHROOM 201D ENTRY 201 LIVING 209A LIVING 210A ENTRY 208 JANITOR 222 KITCHEN 212C 21.1 BEDROOM 211B LIVING 213A KITCHEN 213C BEDROOM 213B ENTRY 213 BEDROOM 217B KITCHEN 217C BATHROOM 217D ENTRY 217 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/8" = 1'-0" CAD DC LEVEL 2-4 FIRE ALARM PLAN E302 SCALE: 1/8" = 1'-0"1 LEVEL 2-4 FIRE ALARM PLAN T LAUNDRY 114 JANITOR 112 KITCHEN 110C BATHROOM 110D BEDROOM 110B BATHROOM 108D KITCHEN 108C BATHROOM 109D BEDROOM 108B LIVING 110A ENTRY 110 LIVING 216A BATHROOM 214D BATHROOM 216D BEDROOM 214B KITCHEN 216C KITCHEN 214C BEDROOM 216B ENTRY 216 ENTRY 218 LIVING 307A LIVING 305A 308D BATHROOM 307D BEDROOM 309B KITCHEN 309C BEDROOM 307B ENTRY 305 ENTRY 307 KITCHEN 307C BATHROOM 309D HALL 300A 419D 419C ELECTRICAL 424 BATHROOM 417D LIVING 417A KITCHEN 417C BEDROOM 419B BEDROOM 417B ENTRY 417 STORAGE 423 STAIR 2 2-4 DN 12 ELECTRICAL 227EMR 223 TEL/DATA 225 217B 217C 217D ELECTRICAL 324 317D 317C STORAGE 323 STORAGE 325 ELECTRICAL 424 417D STORAGE 423 STORAGE 425 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/4" = 1'-0" CAD DC FIRE ALARM PART PLANS E303 SCALE: 1/4" = 1'-0"1 UNIT 110 HEARING IMPAIRED PLAN SCALE: 1/4" = 1'-0"2 UNIT 216 HEARING IMPAIRED PLAN SCALE: 1/4" = 1'-0"4 UNIT 417 HEARING IMPAIRED PLAN SCALE: 1/4" = 1'-0"3 UNIT 307 HEARING IMPAIRED PLAN SCALE: 1/4" = 1'-0"5 2ND FLOOR CHASE SCALE: 1/4" = 1'-0"6 3RD FLOOR CHASE SCALE: 1/4" = 1'-0"7 4TH FLOOR CHASE SQ 17 16 SQ 17 16 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/2" = 1'-0" CAD DC STUDIO ENLARGED PLANS E401 SCALE: 1/2" = 1'-0"1 STUDIO ENLARGED PLAN SCALE: 1/2" = 1'-0"2 STUDIO ENLARGED HC PLAN (UNITS 216, 307 AND 417) SQ SQ E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS 1/2" = 1'-0" CAD DC ONE BEDROOM ENLARGED PLANS E402 SCALE: 1/2" = 1'-0"1 ONE BEDROOM PLAN SCALE: 1/2" = 1'-0"2 ONE BEDROOM HC PLAN (UNIT 110) T U LAUNDRY 114 NORTH ENTRY 118 JANITOR 112 D/D W/W FLEX 116 LIVING 110A LIFE SAFETY 116A LOBBY 100 CONFERENCE 111C OFFICE 111A KITCHEN 111D HAP - RECEPTION 111 OPEN OFFICE 111B LIVING 109A ENTRY 109 ELECTRICAL 111E MEN'S REST. RM 119 SERVICE HALL 005 STAIR 2 2-1 MAINTENANCE 122 ELECTRICAL 123 LOADING 124 12 HOISTWAY 4-1 TEL/DATA 120 ALL GENDER REST. RM 121 DN UP SOUTH ENTRY 113 MECHANICAL 115 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED CAD DC ENLARGED PART PLANS SHEET 1 E403 SCALE: 1/4" = 1'-0"2 ENLARGED OFFICE AREA POWER PLAN SCALE: 1/4" = 1'-0"1 ENLARGED LAUNDRY ROOM AND FLEX ROOM POWER PLAN SCALE: 1/4" = 1'-0"3 ENLARGED ELEV. PIT, ELECTRICAL ROOM AND TEL/DATA ROOM POWER PLAN SCALE: 1/4" = 1'-0"4 ENLARGED MECHANICAL 115 ROOM POWER PLAN LAUNDRY 221 BATHROOM 211D KITCHEN 211C DWW/WD/DENTRY 209 LIVING 209A BEDROOM 211B ELECTRICAL 227EMR 223 TEL/DATA 225 ELECTRICAL 324 317D317B STORAGE 323 STORAGE 325 ELECTRICAL 424 BATHROOM 417D417C STORAGE 423 STORAGE 425 ELECTRICAL 424 BATHROOM 417D417C417B STORAGE 423 STORAGE 425 ELECTRICAL 324STORAGE 323 STORAGE 325 ELECTRICAL 227EMR 223 TEL/DATA 225 217B 217C 217D E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED CAD DC ENLARGED PART PLANS SHEET 2 E404 SCALE: 1/4" = 1'-0"1 ENLARGED LAUNDRY ROOMS 221, 321 AND 421 POWER PLAN SCALE: 1/4" = 1'-0"2 ENLARGED ELECTRICAL ROOMS 223,224 & 225 POWER PLAN SCALE: 1/4" = 1'-0"3 ENLARGED ELECTRICAL ROOMS 323,324 & 325 POWER PLAN SCALE: 1/4" = 1'-0"4 ENLARGED ELECTRICAL ROOMS 423,424 & 425 POWER PLAN SCALE: 1/4" = 1'-0"5 ENLARGED ELECTRICAL ROOMS 223,224 & 225 LIGHTING PLAN SCALE: 1/4" = 1'-0"6 ENLARGED ELECTRICAL ROOMS 323,324 & 325 LIGHTING PLAN SCALE: 1/4" = 1'-0"7 ENLARGED ELECTRICAL ROOMS 423,424 & 425 LIGHTING PLAN SCALE: 1/4" = 1'-0"8 ENLARGED ELECTRICAL TOP OF THE ELEVATOR SHAFT POWER PLAN E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED CAD DC ELECTRICAL RISER DIAGRAMS AND SCHEDULE E501NOT TO SCALE ELECTRICAL POWER RISER DIAGRAM NOT TO SCALE E-MON D-MON METERING WIRING DIAGRAM E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED CAD DC ELECTRICAL SCHEDULES E502 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED CAD DC TELEPHONE / CATV RISER DIAGRAM E503 N.T.S. 1 TELEPHONE/CATV RISER DIAGRAM E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED CAD DC FIRE ALARM SYSTEM RISER DIAGRAM AND DETAILS E504 N.T.S. 3 FIRE ALARM SYSTEM RISER DIAGRAM N.T.S. 1 BI-DIRECTIONAL AMPLIFIER SYSTEM - ONE LINE DIAGRAM N.T.S. 2 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED CAD DC LIGHTING FIXTURE AND LIGHTING CONTROLS SCHEDULES E505 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED CAD DC ELECTRICAL DETAILS SHEET 1 E506 BLACK - Hot (120/277VAC) WHT/ORG or WHT/BLK Neutral BLUE - Relay In (120/277VAC) Lighting Load (1)YELLOW Zone 1 Raise RC-3TLB-Z1D Lower ROOM CONTROLLER TYPICAL 1 ZONE DIMMING PERIMETER OFFICE Quick connect cables are pre-terminated and included in the Room Controller QuicKit and measured to fit typical room layouts. 0-10V Dimming Zone Note: The 0-10V dimming zones within the Room Controller can be wired and controlled independent of the connected loads. This allows each load to have a dedicated 0-10V dimming zone, or a single load to have up to three 0-10V dimming zones. Violet-Dimmer 1 Gray-Dimmer 1 (OCC-RJ45) Allows connection to any Greengate Occupancy/Vacancy Sensor (OAC-DT-1000) Dual Tech Ceiling Sensor Adjustable daylight sensor dome Dimming Photocell (DSRC-FMOIR) *Immediately provides multi-zone, daylight dimming, upon power-up. (GGRC-COUPLER) QuickConnect Coupler BLACK - Hot (120/277VAC) WHT/ORG or WHT/BLK Neutral BLUE - Relay In (120/277VAC) Lighting Load (1) Lighting Load (2) Lighting Load (3) YELLOW RED Quick connect cables are pre-terminated and included in the Room Controller QuicKit and measured to fit typical room layouts. PURPLE Zone 1 Raise RC-3TLB-Z1D (OCC-RJ45) Allows connection to any Greengate Occupancy/Vacancy Sensor Adjustable daylight sensor dome Dimming Photocell (DSRC-FMOIR) *Immediately provides multi-zone, daylight dimming, upon power-up. (GGRC-COUPLER) QuickConnect Coupler Lower 0-10V Dimming Zone Note: The 0-10V dimming zones within the Room Controller can be wired and controlled independent of the connected loads. This allows each load to have a dedicated 0-10V dimming zone, or a single load to have up to three 0-10V dimming zones. Violet-Dimmer 1 Violet-Dimmer 2 Violet-Dimmer 3 Gray-Dimmer 1 Gray-Dimmer 2 Gray-Dimmer 3 (OAC-DT-2000) Dual Tech Ceiling Sensor Zone 2 Raise RC-3TLB-Z2D Lower Zone 3 Raise RC-3TLB-Z3D Lower ROOM CONTROLLER TYPICAL 3 ZONE DIMMING CONFERENCE ROOM/CLASSROOM Connect up to four wallstations per Room Controller BLACK - Hot (120/277VAC) WHT/ORG or WHT/BLK Neutral BLUE - Relay In (120/277VAC) Lighting Load (1) Lighting Load (2) YELLOW RED Quick connect cables are pre-terminated and included in the Room Controller QuicKit and measured to fit typical room layouts. Zone 1 Raise RC-3TLB-Z1D (OCC-RJ45) Allows connection to any Greengate Occupancy/Vacancy Sensor Lower (OAC-DT-1000) Dual Tech Ceiling Sensor Zone 2 Raise RC-3TLB-Z2D Lower ROOM CONTROLLER TYPICAL 2 ZONE DIMMING PERIMETER OFFICE/CONFERENCE ROOM Violet-Dimmer 1 Violet-Dimmer 2 Gray-Dimmer 1 Gray-Dimmer 2 Adjustable daylight sensor dome Dimming Photocell (DSRC-FMOIR) *Immediately provides multi-zone, daylight dimming, upon power-up. (GGRC-COUPLER) QuickConnect Coupler E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED CAD DC ELECTRICAL DETAILS SHEET 2 E507 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS N/A IC CTU LEGEND, GENERAL NOTES AND SCHEDULES P001 )'0'4#.016'5 9 8 20 145678 A B C D E F G H I L M145 10 11 13 1415 16 17 18 S R Q P N 19 12 J T U 2 2 3 3 K 22 21 O E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED IC CTU UNDERSLAB FLOOR PLAN P100 SCALE: 1/8" = 1'-0"1 UNDERSLAB FLOOR PLAN DN UP UP UP UP 15 F G E 9 I 8 10 2 14 14 M T H L B A A C 7 U LOBBY 100 MEN'S REST. RM 119 WOMEN'S REST. RM 117 SOUTH ENTRY 113 SERVICE HALL 005 LAUNDRY 114 CONFERENCE 111C OFFICE 111A KITCHEN 111D NORTH ENTRY 118 RETAIL 001 JANITOR 112 STAIR 2 2-1 STAIR 3 3-1 UNASSIGNED 125 4 RETAIL 002 RETAIL 003 RETAIL 004 J K MAINTENANCE 122 HAP - RECEPTION 111 FLEX 116 ELECTRICAL 123 LOADING 124 11 13 13 12 D 3 OPEN OFFICE 111B MECHANICAL 115 HOISTWAY 4-1 6 15 15 N S R Q P 18 18 17 17 16 16 ENTRY 108 LIVING 106A LIVING 104A LIVING 105A LIVING 107A LIVING 109A STAIR 1 1-1 KITCHEN 110C BATHROOM 110D BEDROOM 110B BATHROOM 108D KITCHEN 108C BATHROOM 106D KITCHEN 106C BEDROOM 106B KITCHEN 104C BATHROOM 104D BATHROOM 103D BATHROOM 105D KITCHEN 103C KITCHEN 105C BEDROOM 105B BEDROOM 103B BATHROOM 107D BATHROOM 109D KITCHEN 107C KITCHEN 109C BEDROOM 109B BEDROOM 104B BEDROOM 108B BEDROOM 107B 19 19 20 LIVING 110A ENTRY 104 ENTRY 103 ENTRY 105 ENTRY 107 ENTRY 109 O LIVING 103A 21 22 BEDROOM 101B LIVING 101A BATHROOM 101D KITCHEN 101C ENTRY 101 BATHROOM 102D LIVING 102A KITCHEN 102C BEDROOM 102B ENTRY 102 ENTRY 110 ENTRY 106 LIVING 108A TEL/DATA 120 HALL 100A 21.1 LIFE SAFETY 116A ELECTRICAL 111E ALL GENDER REST. RM 121 C.1 P106 1 P106 2 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED IC CTU LEVEL 0 FLOOR PLAN P101 SCALE: 1/8" = 1'-0"1 LEVEL 0 FLOOR PLAN UP DN UP DN UP DN 15 F G E 9 I 8 10 14 14 M T H L B A A C 7 U LIVING 220A LIVING 218A LIVING 216A LIVING 214A LIVING 215A LIVING 211ALAUNDRY 221 LIVING 212A LIVING 219A HALL 200C BATHROOM 212D BEDROOM 212B BEDROOM 215B BATHROOM 211D KITCHEN 211C BATHROOM 213D BATHROOM 215D BATHROOM 214D BATHROOM 216D BEDROOM 214B BATHROOM 218D BATHROOM 220D BEDROOM 220B BATHROOM 219D STAIR 2 2-2 STAIR 3 3-2 KITCHEN 219C KITCHEN 220C KITCHEN 218C KITCHEN 216C KITCHEN 214C 4 J ELECTRICAL 227 12 12 LIVING 217A D BEDROOM 218B BEDROOM 216B KITCHEN 215C BEDROOM 219B ENTRY 214 ENTRY 216 ENTRY 218 ENTRY 220ENTRY 219 ENTRY 212 ENTRY 211 EMR 223 TEL/DATA 225 DWW/WD/D6 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 LIVING 207A LIVING 205A LIVING 203A LIVING 204A LIVING 206A LIVING 208A STAIR 1 1-2 BEDROOM 210B KITCHEN 210C BATHROOM 210D BATHROOM 208D KITCHEN 208C BEDROOM 206B KITCHEN 206C BATHROOM 206D BATHROOM 204D BATHROOM 203D KITCHEN 203C BEDROOM 203B BEDROOM 205B KITCHEN 205C BATHROOM 205D BATHROOM 207D BEDROOM 209B BEDROOM 204B KITCHEN 209C BEDROOM 208B BEDROOM 207B ENTRY 210 ENTRY 206 ENTRY 204 ENTRY 203 ENTRY 205 ENTRY 207 KITCHEN 207C ENTRY 209 BATHROOM 209D HALL 200A KITCHEN 204C BATHROOM 202D ENTRY 202 LIVING 202A KITCHEN 202C BEDROOM 202B LIVING 201A BEDROOM 201B KITCHEN 201C BATHROOM 201D ENTRY 201 LIVING 209A LIVING 210A ENTRY 208 JANITOR 222 KITCHEN 212C 21.1 BEDROOM 211B LIVING 213A KITCHEN 213C BEDROOM 213B ENTRY 213 BEDROOM 217B KITCHEN 217C BATHROOM 217D ENTRY 217 P106 1 P106 2 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED IC CTU LEVEL 2 FLOOR PLAN P102 SCALE: 1/8" = 1'-0"1 LEVEL 2 FLOOR PLAN LIVING 320A LIVING 318A LIVING 316A LIVING 314A LIVING 315A LIVING 313A LIVING 311A LAUNDRY 321 LIVING 312A LIVING 319A HALL 300C KITCHEN 312C BATHROOM 312D BEDROOM 312B BEDROOM 315B BATHROOM 311D KITCHEN 311C BEDROOM 311B BEDROOM 313B BATHROOM 313D BATHROOM 315D BATHROOM 314D BATHROOM 316D BEDROOM 314B BATHROOM 318D BATHROOM 320D BEDROOM 320B BATHROOM 319D KITCHEN 319C KITCHEN 320C KITCHEN 318C KITCHEN 316C KITCHEN 314C JANITOR 320 ELECTRICAL 324 KITCHEN 313C BATHROOM 317D LIVING 317A KITCHEN 317C BEDROOM 318B BEDROOM 316B KITCHEN 315C LOBBY 300 BEDROOM 319B BEDROOM 317B ENTRY 314 ENTRY 316 ENTRY 318 ENTRY 320ENTRY 319 ENTRY 317 ENTRY 312 ENTRY 311 ENTRY 313 ENTRY 315 STORAGE 323 STORAGE 325 LIVING 307A LIVING 305A LIVING 303A LIVING 304A LIVING 306A LIVING 308A BEDROOM 310B KITCHEN 310C BATHROOM 310D BATHROOM 308D KITCHEN 308C BEDROOM 306B KITCHEN 306C BATHROOM 306D BATHROOM 304D BATHROOM 303D KITCHEN 303C BEDROOM 303B BEDROOM 305B KITCHEN 305C BATHROOM 305D BATHROOM 307D BEDROOM 309B BEDROOM 304B KITCHEN 309C BEDROOM 308B BEDROOM 307B ENTRY 310 ENTRY 308 ENTRY 306 ENTRY 304 ENTRY 303 ENTRY 305 ENTRY 307 KITCHEN 307C ENTRY 309 BATHROOM 309D HALL 300A KITCHEN 304C BATHROOM 302D ENTRY 302 LIVING 302A KITCHEN 302C BEDROOM 302B LIVING 301A BEDROOM 301B KITCHEN 301C BATHROOM 301D ENTRY 301 LIVING 309A LIVING 310A STAIR 2 2-3 STAIR 3 3-3 ENTRY 220 STAIR 1 1-3 UP DN UP DN UP DN 15 F G E 9 I 8 10 14 14 M T H L B A A C 7 U 4 J 12 12 D DWW/WD/D6 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 21.1 P106 1 P106 2 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED IC CTU LEVEL 3 FLOOR PLAN P103 SCALE: 1/8" = 1'-0"1 LEVEL 3 FLOOR PLAN P106 1 P106 2 LIVING 420A LIVING 418A LIVING 416A LIVING 414A LIVING 415A LIVING 413A LIVING 411ALAUNDRY 421 LIVING 412A LIVING 419A HALL 400C KITCHEN 412C BATHROOM 412D BEDROOM 412B BEDROOM 415B BATHROOM 411D KITCHEN 411C BEDROOM 411B BEDROOM 413B BATHROOM 413D BATHROOM 415D BATHROOM 414D BATHROOM 416D BEDROOM 414B BATHROOM 418D BATHROOM 420D BEDROOM 420B BATHROOM 419D KITCHEN 419C KITCHEN 420C KITCHEN 418C KITCHEN 416C KITCHEN 414C JANITOR 420 ELECTRICAL 424 KITCHEN 413C BATHROOM 417D LIVING 417A KITCHEN 417C BEDROOM 418B BEDROOM 416B KITCHEN 415C LOBBY 400 BEDROOM 419B BEDROOM 417B ENTRY 414 ENTRY 416 ENTRY 418 ENTRY 420ENTRY 419 ENTRY 417 ENTRY 412 ENTRY 411 ENTRY 413 ENTRY 415 STORAGE 423 STORAGE 425 LIVING 407A LIVING 405A LIVING 403A LIVING 404A LIVING 406A LIVING 408A BEDROOM 410B KITCHEN 410C BATHROOM 410D BATHROOM 408D KITCHEN 408C BEDROOM 406B KITCHEN 406C BATHROOM 406D BATHROOM 404D BATHROOM 403D KITCHEN 403C BEDROOM 403B BEDROOM 405B KITCHEN 405C BATHROOM 405D BATHROOM 407D BEDROOM 409B BEDROOM 404B KITCHEN 409C BEDROOM 408B BEDROOM 407B ENTRY 410 ENTRY 408 ENTRY 406 ENTRY 404 ENTRY 403 ENTRY 405 ENTRY 407 KITCHEN 407C ENTRY 409 BATHROOM 409D HALL 400A KITCHEN 404C BATHROOM 402D ENTRY 402 LIVING 402A KITCHEN 402C BEDROOM 402B LIVING 401A BEDROOM 401B KITCHEN 401C BATHROOM 401D ENTRY 401 LIVING 409A LIVING 410A STAIR 2 2-4 STAIR 3 3-4 STAIR 1 1-4 UP DN UP DN UP DN 15 F G E 9 I 8 10 14 14 M T H L B A A C 7 U 4 J 12 12 D DWW/WD/D6 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 21.1 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED IC CTU LEVEL 4 FLOOR PLAN P104 SCALE: 1/8" = 1'-0"1 LEVEL 4 FLOOR PLAN 1 15 F G E 9 I 8 10 2 2 14 14 M T H L B A C 7 U 4 J K 11 13 13 12 12 D 36 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 21.1 ACHP-1 RTU-1 EF-1 ERV-3 9.1CL E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED IC CTU ROOF PLAN P105 SCALE: 1/8" = 1'-0"1 ROOF PLAN SQ 17 16SDC EL: C2 9' - 1 1/2"AFF C EL: C2 8' - 1"AFF C EL: SOFFIT 7' - 6"AFF D H G F B D DD C 18 17SDC EL: C1 8' - 1"AFF C EL: SOFFIT 7' - 7 1/8"AFF D D D D B G H C E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED IC CTU ENLARGED PART PLAN P106 SCALE: 1/4" = 1'-0"2 STUDIO ENLARGED PLAN SCALE: 1/4" = 1'-0"1 ONE BEDROOM ENLARGED PLAN SCALE: 1/8" = 1'-0"4 DOMESTIC WATER RISER DIAGRAM SCALE: 1/8" = 1'-0"3 HOT WATER RISER DIAGRAM E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED IC CTU LEGEND, GENERAL NOTES AND DETAILS FP001 2 NTS 4 NTS 5 HANGER ROD SPACING MAX. ALLOWABLE SPACING HANGER ROD SCHEDULE 2 1/2" & 3" 4" AND 5" UP TO 2" PIPE SIZE 1 1/4"1/2" DIA. 5/8" 2" 1 1/2" 3" - 12" 2 1/2" 3/8" DIA. ROD SIZE 1" PIPE SIZE 8' 12' 9' 10' 11' 7' FIRE PROTECTION SYSTEMS 6" - 8"3/4" 7/8"10 & 12" 7 NTS C EL: C3 10' - 6"AFF C EL: C3 10' - 6"AFF C EL: C3 10' - 6"AFF C EL: C3 8' - 6"AFF C EL: C1 9' - 2"AFF C EL: C1 10' - 0"AFF C EL: C1 9' - 0 3/4"AFF C EL: C1 9' - 2"AFF C EL: C1 9' - 6"AFF C EL: C1 9' - 2"AFF C EL: C1 9' - 2"AFF C EL: C1 9' - 0 3/4"AFF C EL: C1 10' - 0"AFF C EL: C1 10' - 0"AFF C EL: C1 9' - 2"AFF C EL: C3 10' - 0"AFF C EL: C1 9' - 2"AFF C EL: C1 9' - 2"AFF DN UP UP UP UP 15 F G E 9 I 8 10 2 14 14 M T H L B A A C 7 U LOBBY 100 MEN'S REST. RM 119 WOMEN'S REST. RM 117 SOUTH ENTRY 113 SERVICE HALL 005 LAUNDRY 114 CONFERENCE 111C OFFICE 111A KITCHEN 111D NORTH ENTRY 118 RETAIL 001 JANITOR 112 STAIR 2 2-1 STAIR 3 3-1 UNASSIGNED 125 4 RETAIL 002 RETAIL 003 RETAIL 004 J K MAINTENANCE 122 HAP - RECEPTION 111 FLEX 116 ELECTRICAL 123 LOADING 124 11 13 13 12 D 3 OPEN OFFICE 111B MECHANICAL 115 HOISTWAY 4-1 6 15 15 N S R Q P 18 18 17 17 16 16 ENTRY 108 LIVING 106A LIVING 104A LIVING 105A LIVING 107A LIVING 109A STAIR 1 1-1 KITCHEN 110C BATHROOM 110D BEDROOM 110B BATHROOM 108D KITCHEN 108C BATHROOM 106D KITCHEN 106C BEDROOM 106B KITCHEN 104C BATHROOM 104D BATHROOM 103D BATHROOM 105D KITCHEN 103C KITCHEN 105C BEDROOM 105B BEDROOM 103B BATHROOM 107D BATHROOM 109D KITCHEN 107C KITCHEN 109C BEDROOM 109B BEDROOM 104B BEDROOM 108B BEDROOM 107B 19 19 20 LIVING 110A ENTRY 104 ENTRY 103 ENTRY 105 ENTRY 107 ENTRY 109 O LIVING 103A 21 22 BEDROOM 101B LIVING 101A BATHROOM 101D KITCHEN 101C ENTRY 101 BATHROOM 102D LIVING 102A KITCHEN 102C BEDROOM 102B ENTRY 102 ENTRY 110 ENTRY 106 LIVING 108A TEL/DATA 120 HALL 100A 21.1 LIFE SAFETY 116A ELECTRICAL 111E ALL GENDER REST. RM 121 C.1 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED IC CTU LEVEL 0 FLOOR PLAN FP101 SCALE: 1/8" = 1'-0"1 LEVEL 0 FLOOR PLAN UP DN UP DN UP DN 15 F G E 9 I 8 10 14 14 M T H L B A A C 7 U LIVING 220A LIVING 218A LIVING 216A LIVING 214A LIVING 215A LIVING 211ALAUNDRY 221 LIVING 212A LIVING 219A HALL 200C BATHROOM 212D BEDROOM 212B BEDROOM 215B BATHROOM 211D KITCHEN 211C BATHROOM 213D BATHROOM 215D BATHROOM 214D BATHROOM 216D BEDROOM 214B BATHROOM 218D BATHROOM 220D BEDROOM 220B BATHROOM 219D STAIR 2 2-2 STAIR 3 3-2 KITCHEN 219C KITCHEN 220C KITCHEN 218C KITCHEN 216C KITCHEN 214C 4 J ELECTRICAL 227 12 12 LIVING 217A D BEDROOM 218B BEDROOM 216B KITCHEN 215C BEDROOM 219B ENTRY 214 ENTRY 216 ENTRY 218 ENTRY 220ENTRY 219 ENTRY 212 ENTRY 211 EMR 223 TEL/DATA 225 DWW/WD/D6 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 LIVING 207A LIVING 205A LIVING 203A LIVING 204A LIVING 206A LIVING 208A STAIR 1 1-2 BEDROOM 210B KITCHEN 210C BATHROOM 210D BATHROOM 208D KITCHEN 208C BEDROOM 206B KITCHEN 206C BATHROOM 206D BATHROOM 204D BATHROOM 203D KITCHEN 203C BEDROOM 203B BEDROOM 205B KITCHEN 205C BATHROOM 205D BATHROOM 207D BEDROOM 209B BEDROOM 204B KITCHEN 209C BEDROOM 208B BEDROOM 207B ENTRY 210 ENTRY 206 ENTRY 204 ENTRY 203 ENTRY 205 ENTRY 207 KITCHEN 207C ENTRY 209 BATHROOM 209D HALL 200A KITCHEN 204C BATHROOM 202D ENTRY 202 LIVING 202A KITCHEN 202C BEDROOM 202B LIVING 201A BEDROOM 201B KITCHEN 201C BATHROOM 201D ENTRY 201 LIVING 209A LIVING 210A ENTRY 208 JANITOR 222 KITCHEN 212C 21.1 BEDROOM 211B LIVING 213A KITCHEN 213C BEDROOM 213B ENTRY 213 BEDROOM 217B KITCHEN 217C BATHROOM 217D ENTRY 217 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED IC CTU LEVEL 2-3 FLOOR PLAN FP102 SCALE: 1/8" = 1'-0"1 LEVEL 2-3 FLOOR PLAN LIVING 420A LIVING 418A LIVING 416A LIVING 414A LIVING 415A LIVING 413A LIVING 411ALAUNDRY 421 LIVING 412A LIVING 419A HALL 400C KITCHEN 412C BATHROOM 412D BEDROOM 412B BEDROOM 415B BATHROOM 411D KITCHEN 411C BEDROOM 411B BEDROOM 413B BATHROOM 413D BATHROOM 415D BATHROOM 414D BATHROOM 416D BEDROOM 414B BATHROOM 418D BATHROOM 420D BEDROOM 420B BATHROOM 419D KITCHEN 419C KITCHEN 420C KITCHEN 418C KITCHEN 416C KITCHEN 414C JANITOR 420 ELECTRICAL 424 KITCHEN 413C BATHROOM 417D LIVING 417A KITCHEN 417C BEDROOM 418B BEDROOM 416B KITCHEN 415C LOBBY 400 BEDROOM 419B BEDROOM 417B ENTRY 414 ENTRY 416 ENTRY 418 ENTRY 420ENTRY 419 ENTRY 417 ENTRY 412 ENTRY 411 ENTRY 413 ENTRY 415 STORAGE 423 STORAGE 425 LIVING 407A LIVING 405A LIVING 403A LIVING 404A LIVING 406A LIVING 408A BEDROOM 410B KITCHEN 410C BATHROOM 410D BATHROOM 408D KITCHEN 408C BEDROOM 406B KITCHEN 406C BATHROOM 406D BATHROOM 404D BATHROOM 403D KITCHEN 403C BEDROOM 403B BEDROOM 405B KITCHEN 405C BATHROOM 405D BATHROOM 407D BEDROOM 409B BEDROOM 404B KITCHEN 409C BEDROOM 408B BEDROOM 407B ENTRY 410 ENTRY 408 ENTRY 406 ENTRY 404 ENTRY 403 ENTRY 405 ENTRY 407 KITCHEN 407C ENTRY 409 BATHROOM 409D HALL 400A KITCHEN 404C BATHROOM 402D ENTRY 402 LIVING 402A KITCHEN 402C BEDROOM 402B LIVING 401A BEDROOM 401B KITCHEN 401C BATHROOM 401D ENTRY 401 LIVING 409A LIVING 410A STAIR 2 2-4 STAIR 3 3-4 STAIR 1 1-4 UP DN UP DN UP DN 15 F G E 9 I 8 10 14 14 M T H L B A A C 7 U 4 J 12 12 D DWW/WD/D6 15 15 N S R Q P 18 18 17 17 16 16 19 19 20 O 21 22 21.1 E RB SHEET INFO: DATE: SCALE: DRAWN: CHECKED:155 PLEASANT ST.NORTHAMPTON, MA 01060LIVE 155201420REVISION: ISSUANCE: Office of Peter Frothingham Registered Architect 181 Main Street, Suite One Northampton, MA 01060 413 585-5910 www.pfra.us LDa Architecture & Interiors 222 Third Street, Suite 3212 Cambridge, MA 02142 617 621-1455 fax 617 621-1477 www.LDa-Architects.com 8 - 3 - 2016 CONTRACT DOCUMENTS - PERMIT DRAWINGS AS NOTED IC CTU LEVEL 4 FLOOR PLAN FP103 SCALE: 1/8" = 1'-0"1 LEVEL 4 FLOOR PLAN